01 SR23567618_Chapel_Mini_Mart_Final Drawings.pdf
PDF 45 MB Posted
- Solicitation number
- SR23567618
About this file
The document appears to be a set of final drawings for the demolition of the existing Mini Mart and NSA Chapel at Naval Support Activity Annapolis, MD under Solicitation Number SR23567618. The work includes the demolition of the buildings, utilities, parking lot, and concrete pad, followed by site restoration through re-sodding. The Navy's Naval Facilities Engineering Command is the contracting agency for this defense-related project. The solicitation describes the required services and provides details on the project scope, which involves the complete removal of the existing structures and infrastructure, while protecting any surrounding trees. No additional details are provided regarding response dates, award information, pricing terms, or set-asides.
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SURVEY CONTROL DATA:
D
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N
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A
B
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1 2 3 4 5
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SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
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SATISFACTORY-TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
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BRANCH MANAGER
CHIEF ENG / ARCH
FIRE PROTECTION
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X SHEET NOTE
X
X
X
EXTERIOR ELEVATION
DETAIL / ENLARGED PLAN
X
X
FURNITURE / EQUIPMENT
REVISION CLOUD REFERENCE
X CEILING HEIGHT
X DOOR REFERENCE
SYMBOLS
X
X
SECTION / DETAIL
X PARTITION TYPE
X
INTERIOR ELEVATION(S)
X
X
X X
X
COLUMN GRID
# ROOM REFERENCE
NAME
X WINDOW REFERENCE
N
NORTH ARROW
SPOT ELEVATION
ACOUS
ADDL
AFF
AFG
AL
AMP
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B
BD
BETW
BLDG
BM
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BRK
BTU
CAB
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CG
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CL
CLG
CLST
CMU
COL
CONC
CONF
CONSTR
CONT
CT
CU
CUB
D
DBL
DEG
DEMO
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DIA
DIM
DN
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DWG
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EA
EF
EJ
EL
ELEC
ELEV
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ENGR
ENTR
EP
EQ
EQL SP
EQUIP
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EXP
EXP JT
EXIST
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FEC
FD
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FIN FL
FLR
FLOUR
FOF
FT (')
FWC
GA
GALV
GB
GENL
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GL
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GSA
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HM
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L
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LBL
LF
LH
LHR
LT
LTG
LVL
MAINT
MAS
MAT
MAX
ABBREVIATIONS
ACOUSTIC
ADDITIONAL
ABOVE FINISH FLOOR
ABOVE FINISH GRADE
ALUMINUM
AMPERE
ANODIZED
BASE
BOARD
BETWEEN
BUILDING
BEAM
BOTTOM
BRICK
BRITISH THERMAL UNIT
CABINET
CEMENT
CERAMIC TILE
CORNER GUARD
CONTROL JOINT
CENTER LINE
CEILING
CLOSET
CONCRETE MASONRY UNIT
COLUMN
CONCRETE
CONFERENCE
CONSTRUCTION
CONTINUOUS
CERAMIC TILE
CUBIC
CUBILE
DEPTH
DOUBLE
DEGREE
DEMOLITION
DETAIL
DIAMETER
DIMENSION
DOWN
DOOR
DRAWING
DRAWER
EACH
EACH FACE
EXPANSION JOINT
ELEVATION
ELECTRICAL
ELEVATOR
ENAMEL
ENGINEER
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ELECTRICAL PANEL
EQUAL
EQUALLY SPACED
EQUIPMENT
ESTIMATE
ELECTRIC WATER COOLER
EXPANSION
EXPANSION JOINT
EXISTING
EXTERIOR
FIRE ALARM
FIRE EXTINGUISHER CABINET
FLOOR DRAIN
FINISH
FINSIH FLOOR
FLOOR (ING)
FLOURESCENT
FACE OF FINISH
FEET
FABRIC WALL COVERING
GAGE
GALVANIZED
GRAB BAR
GENERAL
GROUND FAULT INTERUPT
GLASS FIBER REINFORCED CONCRETE
GLASS
GOVERNMENT
GENERAL SERVICES ADMINISTRATION
GYPSUM
HEIGHT
HOSE BIB
HIGH DENSITY FIBER BOARD
HARDWOOD
HARDWARE
HOLLOW METAL
HANDRAIL
HORIZONTAL
HERTZ
INSIDE DIAMETER
INSULATED GLAZING UNIT
INCHES
INCLUDING
INSTALLATION
INSULATION
INTERIOR
JANITOR
JANITOR'S CLOSET
JOINT
KICK PLATE
LENGTH
LAVATORY
LABEL
LINEAR FOOT
LEFT HAND
LEFT HAND REVERSE
LIGHT
LIGHTING
LEVEL
MAINTENANCE
MASONRY
MATERIAL
MAXIMUM
MDF
MECH
MET / MTL
MIN
MISC
MLDG
MLWK
MO
MTD
MUL
NA
NIC
NO
NOM
NTS
OC
OD
OFF
OPNG
OPP
PAF
PERIM
PL
PLAM
PLAS
PLYWD
PNL
PR
PREFIN
PRELIM
PROJ
PTD
PTN
QT
QTY
QUAL
R
RA
RAD
RCP
REC
RECD
RECPT
REF
REQD
RESIL
RH
RHR
RLG
RM
RO
RT
RVS
SA
SAT
SC
SECT
SHT
SHV
SIM
SP
SPEC
SQ
SQ FT / SF
SQ IN
SST
STC
STD
STOR
STRUCT
SURF
SUSP
SUSP CLG
SYMM
SYS
T
TC
TECH
TEL
TEMP
TER
TFF
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THRES
THRU
TK BD
TOT
TV
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UNIF
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UPS
UTIL
V
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VERT
VEST
VIF
VIN
VNR
VOL
VT
VWC
W/ W/O W/W W
WC
WD
WDW
WGL
WH
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MEDIUM DEINSITY FIBER BOARD
MECHANICAL
METAL
MINIMUM
MISCELLANEOUS
MOLDING
MILLWORK
MASONRY OPENING
MOUNTED
MULLION
NOT APPLICABLE
NOT IN CONTRACT
NUMBER
NOMINAL
NOT TO SCALE
ON CENTER
OUTSIDE DIAMETER
OFFICE
OPENING
OPPOSITE
POWDER ACTUATED FASTENER
PERIMETER
PLATE
PLASTIC LAMINATE
PLASTER
PLYWOOD
PANEL
PAIR
PREFINISHED
PRELIMINARY
PROJECT
PAINTED
PARTITION
QUARRY TILE
QUANTITY
QUALITY
RISER
RETURN AIR
RADIUS
REFLECTED CEILING PLAN
RECESSED
RECEIVED
RECEPTACLE
REFERENCE
REQUIRED
RESILIENT
RIGHT HAND
RIGHT HAND REVERSE
RAILING
ROOM
ROUGH OPENING
RIGHT
REVERSE
SUPPLY AIR
SUSPENDED ACOUSTIC TILE
SOLID CORE
SECTION
SHEET
SHELVES (ING)
SIMILAR
SPACE (ING)
SPECIFICATION
SQUARE
SQUARE FOOT
SQUARE INCH
STAINLESS STEEL
SOUND TRANSMISSION COEFFICIENT
STANDARD
STORAGE
STRUCTURAL
SURFACE
SUSPENDED
SUSPENDED CEILING
SYMMETRICAL
SYSTEM
THERMOSTAT
TERRA COTTA
TECHNICAL
TELEPHONE
TEMPORARY
TERRAZZO
TOP OF FINISH
THICKNESS
THRESHOLD
THROUGH
TACK BOARD
TOTAL
TELEVISION
TYPICAL
UNFINISHED
UNIFORM
UNLESS NOTED OTHERWISE
UNITERRUPTIBLE POWER SUPPLY
UTILITY
VOLT
VINYL BASE
VERTICAL
VESTIBULE
VERIFY IN FIELD
VINYL
VENEER
VOLUME
VINYL TILE
VINYL WALL COVERING
WITH
WITHOUT
WALL TO WALL
WIDTH
WATER CLOSET
WOOD
WINDOW
WIRE GLASS
WALL HUNG
WAINSCOT
WATTS
DEMOLITION OF MINI-MART, USNA-178NS
U.S. NAVAL ACADEMY
LOCATION MAP DRAWING INDEX
GENERAL
G-001 XXXXXXXX TITLE SHEET
CIVIL
C-100 XXXXXXXX EXISTING CONDITIONS AND EROSION AND SEDIMENT CONTROLS
CD100 XXXXXXXX SITE DEMOLITION PLAN
CD101 XXXXXXXX UTILITY DEMOLITION PLAN
C-500 XXXXXXXX EROSION AND SEDIMENT CONTROL NOTES
C-501 XXXXXXXX EROSION AND SEDIMENT CONTROL DETAILS
C-502 XXXXXXXX EROSION AND SEDIMENT CONTROL DETAILS
CG100 XXXXXXXX SITE RESTORATION PLAN
ELECTRICAL
ES100 XXXXXXXX ELECTRICAL SITE PLAN
VICINITY MAP
PROJECT SITE
DESIGN CERTIFICATION:
I HEREBY CERTIFY THAT THIS PLAN HAS BEEN DESIGNED IN ACCORDANCE
WITH THE 2011 MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL
EROSION AND SEDIMENT CONTROL, THE 2000 MARYLAND STORMWATER
DESIGN MANUAL, VOLUMES I & II INCLUDING SUPPLEMENTS, THE
ENVIRONMENT ARTICLE SECTIONS 4-101 THROUGH 116 AND SECTIONS
4-201 AND 215, AND THE CODE OF MARYLAND REGULATIONS (COMAR)
26.17.01 AND COMAR 26.17.02 FOR EROSION AND SEDIMENT CONTROL AND
STORMWATER MANAGEMENT, RESPECTIVELY.
DATE DESIGNER SIGNATURE
MD REGISTRATION NO. PRINTED NAME
JOHN C JONES47109
OWNER/DEVELOPER CERTIFICATION:
I / WE HEREBY CERTIFY THAT ALL CLEARING, GRADING, CONSTRUCTION,
AND/OR DEVELOPMENT WILL BE DONE PURSUANT TO THIS PLAN AND
THAT ANY RESPONSIBLE PERSONNEL INVOLVED IN THE CONSTRUCTION
PROJECT WILL HAVE A CERTIFICATE OF ATTENDANCE AT A MARYLAND
DEPARTMENT OF THE ENVIRONMENT APPROVED TRAINING PROGRAM FOR
THE CONTROL OF EROSION AND SEDIMENT BEFORE BEGINNING THE
PROJECT. I/WE HEREBY AUTHORIZE THE RIGHT OF ENTRY FOR PERIODIC
ON-SITE EVALUATION BY APPROPRIATE INSPECTION AND ENFORCEMENT
AUTHORITY OR THE STATE OF MARYLAND, DEPARTMENT OF THE
ENVIRONMENT. I/WE HEREBY CERTIFY THAT STORMWATER MANAGEMENT
FACILITIES WILL BE MAINTAINED IN ACCORDANCE WITH APPROVED PLANS.
DATE OWNER/DEVELOPER SIGNATURE
RESPONSIBLE PERSON
CERTIFICATION NO.
PRINTED NAME AND TITLE
SCALE: NOT TO SCALE
SCALE: NOT TO SCALE
NOT TO SCALE
TI
TL
E
SH
EE
T
G-001
EG MD JJ
X
SCE
SILT FENCE
LIMITS OF DISTURBANCE
STABILIZED CONSTRUCTION ENTRANCE
EX. PRIMARY OVERHEAD ELECTRIC
EX. PRIMARY UNDERGROUND ELECTRIC
EX. SECONDARY UNDERGROUND ELECTRIC
EX. NATURAL GAS
EX. SANITARY SEWER
EX. WATER LINE
EX. OVERHEAD COMMUNICATIONS
EX. UNDERGROUND COMMUNICATIONS
PROP. SECONDARY UNDERGROUND ELECTRIC
PROP. UNDERGROUND COMMUNICATIONS TO BE
DIRECTIONALLY DRILLED
DEMOLISH
BACKFILL, COMPACT, SEED, AND STABILIZE
PROJECT SITE
SILT FENCE ON PAVEMENT
SITE PERIMETER FENCE
SITE DETAILS
MDE# 22-SF-0121
FILTER LOG (18" DIAMETER)
2/17/2022
RPC002559 Justin J. Barlow / IEPD
BARLOW.JUSTIN.J.1238878779 Digitally signed by BARLOW.JUSTIN.J.1238878779 Date: 2022.02.17 13:30:16 -05'00'
JONES.JOHN.C.1038711225 Digitally signed by JONES.JOHN.C.1038711225 Date: 2022.05.17 12:30:47 -04'00'
REVIEWED AND APPROVED FOR SEDIMENT
CONTROL AND STORMWATER MANAGEMENT
UNDER SECTIONS 4-106 AND 4-205
BY: DANIEL LAIRD
DATE:
MARYLAND DEPARTMENT OF THE ENVIRONMENT
SEDIMENT & STORMWATER PLAN REVIEW DIVISION
AUGUST 09, 2022
john.c.jones Text Box 13141933 13141934 13141935 13141936 13141937 13141938 13141939 john.c.jones Text Box 13141932 john.c.jones Text Box 13141940 john.c.jones Text Box 13141932
TREE
PROTECTION
AREAS (TYP.)
TREE
PROTECTION
AREAS
(SEE FENCING
TREE PROTECTION
AREA - KEEP LIMB
DAMAGE TO MINIMUM
LIMITS OF DISTURBANCE
= 28,358 SF/ 0.651 AC
SOIL
STOCKPILE
SCE
DETAIL C-501)
REMOVE AND PLANT
NEW TREE AFTER
CONSTRUCTION
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
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
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
C O
M M
AN
D
DES DRW CHK
SATISFACTORY-TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM / DM
BRANCH MANAGER
CHIEF ENG / ARCH
FIRE PROTECTION
PU
BL
IC
W
O R
KS
D
EP
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TM
EN
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N
IT
ED
S
TA
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S N
AV
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A C
AD
EM
Y
- A
N N
AP
O
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S, M D
N A
V A
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FA
C
IL
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IE
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IN
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SCE
= SILT FENCE
= LIMITS OF DISTURBANCE
= STABILIZED CONSTRUCTION ENTRANCE
EROSION CONTROL LEGEND:
0 20'-0" 40'-0" 80'-0"
GRAPHIC SCALE 1" = 20'-0"
N
NORTH ARROW
1" = 20'
EX
IS
TI
NG
C
ON
DI
TI
ON
S
AN
D
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OS
IO
N
AN
D
SE
DI
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C
ON
TR
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S
C-100
EG MD JJ
= SILT FENCE ON PAVEMENT
= SITE PERIMETER FENCE
SEQUENCE OF CONSTRUCTION:
1. NOTIFY THE MARYLAND DEPARTMENT OF THE ENVIRONMENT (MDE) AT (410)
537-3510 SEVEN (7) DAYS BEFORE COMMENCING LAND DISTURBING ACTIVITY.
UNLESS WAIVED BY MDE, HOLD A RE-CONSTRUCTION MEETING BETWEEN PROJECT
REPRESENTATIVES AND MDE.
2. DEMOLISH ASPHALT PAVING IN LOCATION OF STABILIZED CONSTRUCTION
ENTRANCE.
3. CLEAR AND GRUB THE NEWLY DEMOLISHED AREA FOR STABILIZED CONSTRUCTION
ENTRANCE. SET SILT FENCE, SITE FENCE, AND OTHER EROSION AND SEDIMENT
CONTROLS.
4. ABATE ALL ASBESTOS AND CONTAMINATED MATERIAL PER SPECIFICATION SECTION
02 82 00.
5. DEMOLISH BUILDING AND ACCOMPANYING PARKING LOT, LIGHT POLES,
MISCELLANEOUS SITE FEATURES, ETC.
6. DEMOLISH AND CAP UTILITIES.
7. BACKFILL, COMPACT, SEED, AND STABILIZE EXCAVATED AND DISTURBED AREAS PER
THE SPECIFICATIONS .
8. WITH PERMISSION FROM THE MDE INSPECTOR, REMOVE ALL SEDIMENT CONTROLS
AND STABILIZE THE AREA DISTURBED DUE TO THEIR REMOVAL.
MDE# 22-SF-0121
= FILTER LOG (18" DIAMETER)
APPROVED
BY: DANIEL LAIRD
MD DEPT ENVIRONMENT
SEDIMENT & STORMWATER
PLAN REVIEW DIVISION
AUGUST 09, 2022
john.c.jones
13141933
TREE
PROTECTION
AREAS (TYP.)
TREE
PROTECTION
AREAS
(SEE FENCING
TREE PROTECTION
AREA - KEEP LIMB
DAMAGE TO MINIMUM
LOT & BASE
SIDEWALK & STONE
DEMOLISH BUILDING
DEMO CONC.
DEMOLISH PARKING
& CONC PADS/WALLS
ISLAND CURB
DEMOLISH
POLE & FOUNDATION
DEMOLISH LIGHT
SAWCUT
SAWCUT
ELECTRIC
EXISTING OVERHEAD
DEMOLISH LIGHT
POLE & FOUNDATION
DETAIL C-501)
REMOVE AND PLANT
NEW TREE AFTER
CONSTRUCTION
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
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
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
C O
M M
AN
D
DES DRW CHK
SATISFACTORY-TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM / DM
BRANCH MANAGER
CHIEF ENG / ARCH
FIRE PROTECTION
PU
BL
IC
W
O R
KS
D
EP
AR
TM
EN
T U
N
IT
ED
S
TA
TE
S N
AV
AL
A C
AD
EM
Y
- A
N N
AP
O
LI
S, M D
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
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E R
IN
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C O
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A N
D , W
A S
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1708962
NJ/EG
UN
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S
TA
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NA
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AN
NA
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TI
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IN
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A-
8N S
GENERAL NOTES:
1. DEMOLISH ENTIRE BUILDING INCLUDING
FOUNDATION AND ASSOCIATED CONCRETE
PADS AND SIDEWALKS.
2. REMOVE EXISTING ASPHALT PAVEMENT,
BASE, AND SCARIFY SUB-BASE TO RECEIVE
STRUCTURAL COMPACTED BACKFILL AS
REQUIRED TO REGRADE SITE.
3. DEMOLISH ALL MISCELLANEOUS SITE
FEATURES AND FOUNDATIONS, SUCH AS BUT
NOT LIMITED TO, HANDRAILS, LIGHTPOLES,
UTILITY PADS, AND DISCONNECT SWITCHES.
4. BUILDING CONTAINS ASBESTOS. ABATE
PRIOR TO REMOVAL. SEE SPECIFICATION
SECTION 02 82 00 FOR MORE DETAIL.
0 20'-0" 40'-0" 80'-0"
GRAPHIC SCALE 1" = 20'-0"
N
NORTH ARROW 1" = 20'
SI
TE
D
EM
OL
IT
IO
N
PL
AN
CD100
EG MD JJ
MDE# 22-SF-0121
APPROVED
BY: DANIEL LAIRD
MD DEPT ENVIRONMENT
SEDIMENT & STORMWATER
PLAN REVIEW DIVISION
AUGUST 09, 2022
john.c.jones
13141934
0 20'-0" 40'-0" 80'-0"
GRAPHIC SCALE 1" = 20'-0"
NORTH ARROW
DEMOLITION LEGEND:
DEMOLISH
EXISTING UTILITY LEGEND:
= EX. PRIMARY OVERHEAD ELECTRIC
= EX. PRIMARY UNDERGROUND ELECTRIC
= EX. SECONDARY UNDERGROUND ELECTRIC
= EX. NATURAL GAS
= EX. SANITARY SEWER
= EX. OVERHEAD COMMUNICATIONS
= EX. UNDERGROUND COMMUNICATIONS
= EX. WATER LINE
CAP WATER AT MAIN. REMOVE PIPR ON SITE, ABANDON IN
PLACE UNDER ROAD.
CAP GAS LINE. CONTRACTOR SHALL CONTRACT WORK
DIRECTLY WITH BG&E. OUTAGE TO BE COORDINATED AND
APPROVED BY CONTRACTING OFFICER. REMOVE PIPING ON
SITE, ABANDON IN PLACE UNDER ROAD.
CUT SEWER PIPE AND COVER WITH CONCRETE CAP. REMOVE
PIPE ON SITE, ABANDON IN PLACE UNDER ROAD.
DIG AND EXPOSE VALVE BOX FOR FIRE HYDRANT IN CURB
ISLAND PROVIDE CONCRETE COLLAR AROUND VALVE BOX.
LOCATE & EXPOSE EX TELECOM & CONDUIT 15' SOUTH OF CURB
AT KINKAID RD. OPEN CONDUIT & CUT CABLE. PULL CABLE BACK
FROM POLE C7977. WORK TO BE COORDINATED WITH NEW
WORK ON ES100.
DISCONNECT AND ABANDON BRANCH CABLING FROM CAR
WASH HAND HOLE TO GAS STATION CABLE TROUGH
CURRENTLY FEEDING POLE AND CANOPY LIGHTING (MARKED
AS SUCH).
DISCONNECT AND DEMOLISH BRANCH CABLING AND CONDUIT
FROM MINI-MART TO CAR WASH HAND-HOLE CURRENTLY USED
TO SUPPORT GAS STATION POLE AND CANOPY LIGHTING.
CONDUIT MAY BE ABANDONED IN PLACE OUTSIDE OF PROJECTS
LIMITS OF DISTURBANCE.
DEMOLISH POWER AND DATA CABLE FROM MINI-MART TO
ROADSIGN. (TELECOM/DATA IS SCOPED SEPERATELY BUT
DEMOLITION WILL NEED TO BE COORDINATED WITH ELECTRIC
AS THEY ARE IN PARALLEL UNDERGROUND CONDUITS).
DEMOLISH ONLY TO AN ACCESSIBLE LOCATION IN VICINITY OF
TRANSFORMER ET190 FOR INTERCEPTION AND
REDISTRIBUTION OF POWER AND COMMUNICATIONS TO
ROADSIDE SIGN (SEE NOTE 21 SHEET ES100).
DEMOLISH MINI-MART PARKING AREA LIGHTING AS WELL AS
SUPPORTING CABLE AND CONDUIT.
DEMOLISH PRIMARY FEEDER FROM THE TRANSFORMER TO THE
MAIN DISCONNECT IN THE MINI-MART. ALL CABLING SHALL BE
REMOVED AND NOT ABANDONED IN PLACE.
DEMOLISH UNDERGROUND CONCRETE DUCT BANK AND
CONDUIT FOR PRIMARY FEEDER.
DEMOLISH ALL REMAINING ELECTRICAL EQUIPMENT.
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
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
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
C O
M M
AN
D
DES DRW CHK
SATISFACTORY-TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM / DM
BRANCH MANAGER
CHIEF ENG / ARCH
FIRE PROTECTION
PU
BL
IC
W
O R
KS
D
EP
AR
TM
EN
T U
N
IT
ED
S
TA
TE
S N
AV
AL
A C
AD
EM
Y
- A
N N
AP
O
LI
S, M D
N A
V A
L
FA
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IL
IT
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S E
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IN
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IN
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D , W
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1708962
NJ/EG
UN
IT
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S
TA
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NA
VA
L A
CA
DE
MY
AN
NA
PO
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IN
I-M
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A-
8N S
1" = 20'
UT
ILI
TY
D
EM
OL
IT
IO
N
PL
AN
CD101
EG MD JJ
WORK NOTES:
MDE# 22-SF-0121
APPROVED
BY: DANIEL LAIRD
MD DEPT ENVIRONMENT
SEDIMENT & STORMWATER
PLAN REVIEW DIVISION
AUGUST 09, 2022
john.c.jones
13141935
EP
AR
TM
EN
T
O F
TH
E
N
AV
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
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
C O
M M
AN
D
DES DRW CHK
SATISFACTORY-TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM / DM
BRANCH MANAGER
CHIEF ENG / ARCH
FIRE PROTECTION
PU
BL
IC
W
O R
KS
D
EP
AR
TM
EN
T U
N
IT
ED
S
TA
TE
S N
AV
AL
A C
AD
EM
Y
- A
N N
AP
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LI
S, M D
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D , W
A S
H
IN
G
TO
N D
.C
1708962
NJ/EG
UN
IT
ED
S
TA
TE
S
NA
VA
L A
CA
DE
MY
AN
NA
PO
LIS
, M
D
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O
LI
TI
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N O
F M
IN
I-M
AR
T, U
SN
A-
8N S
ER
OS
IO
N
AN
D
SE
DI
ME
NT
C
ON
TR
OL
N
OT
ES
C-500
EG MD JJ
MDE# 22-SF-0121
APPROVED
BY: DANIEL LAIRD
MD DEPT ENVIRONMENT
SEDIMENT & STORMWATER
PLAN REVIEW DIVISION
AUGUST 09, 2022
john.c.jones
13141936
AR
TM
EN
T
O F
TH
E
N
AV
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
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
C O
M M
AN
D
DES DRW CHK
SATISFACTORY-TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM / DM
BRANCH MANAGER
CHIEF ENG / ARCH
FIRE PROTECTION
PU
BL
IC
W
O R
KS
D
EP
AR
TM
EN
T U
N
IT
ED
S
TA
TE
S N
AV
AL
A C
AD
EM
Y
- A
N N
AP
O
LI
S, M D
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D , W
A S
H
IN
G
TO
N D
.C
1708962
NJ/EG
UN
IT
ED
S
TA
TE
S
NA
VA
L A
CA
DE
MY
AN
NA
PO
LIS
, M
D
D
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O
LI
TI
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N O
F M
IN
I-M
AR
T, U
SN
A-
8N S
B A
A
A
B
B
B
A
DETAIL E-1 SILT FENCE
DETAIL B-1 STABILIZED CONSTRUCTION
ENTRANCE
ER
OS
IO
N
AN
D
SE
DI
ME
NT
C
ON
TR
OL
D
ET
AI
LS
C-501
EG MD JJ
DETAIL E-2 SILT FENCE ON PAVEMENT
MDE# 22-SF-0121
DETAIL E- 6 FILTER LOG
APPROVED
BY: DANIEL LAIRD
MD DEPT ENVIRONMENT
SEDIMENT & STORMWATER
PLAN REVIEW DIVISION
AUGUST 09, 2022
john.c.jones
13141937
AR
TM
EN
T
O F
TH
E
N
AV
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
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
C O
M M
AN
D
DES DRW CHK
SATISFACTORY-TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM / DM
BRANCH MANAGER
CHIEF ENG / ARCH
FIRE PROTECTION
PU
BL
IC
W
O R
KS
D
EP
AR
TM
EN
T U
N
IT
ED
S
TA
TE
S N
AV
AL
A C
AD
EM
Y
- A
N N
AP
O
LI
S, M D
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D , W
A S
H
IN
G
TO
N D
.C
1708962
NJ/EG
UN
IT
ED
S
TA
TE
S
NA
VA
L A
CA
DE
MY
AN
NA
PO
LIS
, M
D
D
EM
O
LI
TI
O
N O
F M
IN
I-M
AR
T, U
SN
A-
8N S
ER
OS
IO
N
AN
D
SE
DI
ME
NT
C
ON
TR
OL
D
ET
AI
LS
C-502
EG MD JJ
MDE# 22-SF-0121
APPROVED
BY: DANIEL LAIRD
MD DEPT ENVIRONMENT
SEDIMENT & STORMWATER
PLAN REVIEW DIVISION
AUGUST 09, 2022
john.c.jones
13141938
OVERHEAD
EXISTING
BACKFILL, COMPACT, SEED,
AND STABILIZE PER SPECIFICATIONS
ELECTRIC
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
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
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
C O
M M
AN
D
DES DRW CHK
SATISFACTORY-TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM / DM
BRANCH MANAGER
CHIEF ENG / ARCH
FIRE PROTECTION
PU
BL
IC
W
O R
KS
D
EP
AR
TM
EN
T U
N
IT
ED
S
TA
TE
S N
AV
AL
A C
AD
EM
Y
- A
N N
AP
O
LI
S, M D
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D , W
A S
H
IN
G
TO
N D
.C
1708962
NJ/EG
UN
IT
ED
S
TA
TE
S
NA
VA
L A
CA
DE
MY
AN
NA
PO
LIS
, M
D
D
EM
O
LI
TI
O
N O
F M
IN
I-M
AR
T, U
SN
A-
8N S
NOTES:
1. SCARIFY SUBGRADE AT ALL REMOVAL/DEMOLITION
LOCATIONS TO RECEIVE BACKFILL MATERIAL PER
SPECIFICATIONS.
2. PROVIDE BACKFILL AND COMPACTION PER
SPECIFICATIONS.
3. RECYCLED CONCRETE SHALL NOT BE USED FOR
BACKFILL.
4. PROVIDE A MINIMUM OF 4" OF TOPSOIL ACROSS
DISTURBED AND REGRADED PORTIONS OF THE SITE.
5. PERFORM FINAL SEEDING/STABILIZATION PER MDE
SPECIFICATIONS AND NOTES ON DRAWING C-502.
6. PROTECT FINISHED TOPSOIL AREAS FROM DAMAGE
BY VEHICULAR OR PEDESTRIAN TRAFFIC.
SI
TE
R
ES
TO
RA
TI
ON
P
LA
N
CG100
EG MD JJ
0 20'-0" 40'-0" 80'-0"
GRAPHIC SCALE 1" = 20'-0"
N
NORTH ARROW 1" = 20'
MDE# 22-SF-0121
APPROVED
BY: DANIEL LAIRD
MD DEPT ENVIRONMENT
SEDIMENT & STORMWATER
PLAN REVIEW DIVISION
AUGUST 09, 2022
john.c.jones
13141939
HH
2 4
1 2 4 6
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
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
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
C O
M M
AN
D
DES DRW CHK
SATISFACTORY-TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM / DM
BRANCH MANAGER
CHIEF ENG / ARCH
FIRE PROTECTION
PU
BL
IC
W
O R
KS
D
EP
AR
TM
EN
T U
N
IT
ED
S
TA
TE
S N
AV
AL
A C
AD
EM
Y
- A
N N
AP
O
LI
S, M D
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D , W
A S
H
IN
G
TO
N D
.C
1708962
NJ/EG
UN
IT
ED
S
TA
TE
S
NA
VA
L A
CA
DE
MY
AN
NA
PO
LIS
, M
D
D
EM
O
LI
TI
O
N O
F M
IN
I-M
AR
T, U
SN
A-
8N S
= PROP. SECONDARY UNDERGROUND ELECTRIC
= PROP. UNDERGROUND COMMUNICATIONS TO BE DIRECTIONALLY DRILLED
PROPOSED UTILITY LEGEND:
LOCATE AND EXPOSE TELECOM CONDUIT ON
MINI-MART SIDE OF CURB NEXT TO PROPOSED CURB
AT KINKAID RD. CUT THE CONDUIT.
PROVIDE AND INSTALL NEW QUAZITE STYLE
HANDHOLE W/ MIN. TRAFFIC LOAD RATING OF 8000
LBS. AND MIN. DIMENSIONS OF 17” WIDE BY 30”
LONG BY 18” DEEP.
PROVIDE AND INSTALL SCHEDULE 80 2” HDPE
SMOOTH WALLED CONDUIT UNDERGROUND
BETWEEN NEW PULL BOXES AT KINKAID RD. CURB
AND POLE C7986.
PROVIDE AND INSTALL NEW 6 PAIR 22 AWG
TELEPHONE CABLE, RATED FOR DIRECT BURIAL,
FROM THE PULL BOX AT THE EXISTING TRUNK CABLE,
THROUGH THE NEW CONDUIT TO THE PULL BOX AT
THE BASE OF UTILITY POLE C7986 AND THEN UP THE
POLE. CONTINUE AERIALLY TO THE UTILITY POLE IN
FRONT OF THE CAR WASH, DOWN THAT POLE, AND
THROUGH THE EXISTING UNDERGROUND CONDUIT
INTO THE CAR WASH UTILITY ROOM. TERMINATE
CABLE AT THE TELECOMMUNICATIONS SERVICE
ENTRANCE. DEMOLISH AND REMOVE ANY OLD
CABLING WITHIN THIS ROUTING.
PROVIDE AND INSTALL NEW 6 PAIR LIGHTNING
PROTECTOR NETWORK INTERPHASE DEVICE (KEPTEL
SNI-760 NID OR EQUIVALENT) IN CAR WASH
MECHANICAL ROOM AT TELECOMMUNICATIONS
SERVICE ENTRANCE.
PROVIDE AND INSTALL A NEW DIRECT BURIED SPLICE
KIT AT THE NEW KINKAID RD. CURB PULL BOX.
SPLICE ALL SIX PAIRS OF THE NEW CABLE
CONNECTING THE CAR WASH TO THE FIRST SIX PAIRS
OF THE BLUE BINDER GROUP OF THE EXISTING
TRUNK CABLE.
PROVIDE NEW 20A CIRCUIT AT GAS STATION SHACK
LIGHTING PANEL TO SUPPORT TWO (2) POLE LIGHTS
PREVIOUSLY FED FROM MINI-MART. FIELD VERIFY
VOLTAGE OF POLE LIGHTING.
PROVIDE AND INSTALL NEW LIGHTING CONTACTOR
AND TIMER WITHIN GAS STATION SHACK AND FED
FROM NEW 20A CIRCUIT TO SUPPORT TWO (2) GAS
STATION POLE LIGHTS.
REDISTRIBUTE BRANCH CIRCUITRY FOR TWO (2) GAS
STATION POLE LIGHTS FROM CABLE TROUGH ON
REAR OF GAS STATION SHACK TO NEW LIGHTING
CONTACTOR.
PROVIDE NEW 120/208V NEMA 3R 100A LOAD
CENTER (MCB STYLE) AT TRANSFORMER ET190.
FEED FROM TAP AT TRANSFORMER SECONDARY.
PROVIDE MINIMUM TWO (2) #6 CU BONDED
GROUNDING RODS.
INTERCEPT EXITING POWER CIRCUIT TO ROADSIDE
SIGN. PROVED NEW DIRECT BURIED 1” SCHEDULE 80
PVC CONDUIT FROM NEW LOAD CENTER TO
INTERCEPT POINT. PROVIDE A NEW QUAZITE STYLE
HAND HOLE AT INTERCEPT POINT. EXTEND CIRCUIT
FROM HANDHOLE TO NEW CIRCUIT BREAKER AT
LOAD CENTER.
EXISTING UTILITY LEGEND:
= EX. PRIMARY OVERHEAD ELECTRIC
= EX. PRIMARY UNDERGROUND ELECTRIC
= EX. SECONDARY UNDERGROUND ELECTRIC
= EX. NATURAL GAS
= EX. SANITARY SEWER
= EX. OVERHEAD COMMUNICATIONS
= EX. UNDERGROUND COMMUNICATIONS
= EX. WATER LINE
0 20'-0" 40'-0" 80'-0"
GRAPHIC SCALE 1" = 20'-0"
NORTH ARROW
1" = 20'
EL
EC
TR
IC
AL
S
IT
E
PL
AN
13141940
ES100
EG MD JJ
MDE# 22-SF-0121
WORK NOTES:
On File
AutoCAD SHX Text
WALL
AutoCAD SHX Text
13.8KV
AutoCAD SHX Text
ET190
AutoCAD SHX Text
1 STORY CONC.
AutoCAD SHX Text
MINI MART/PACKAGE STORE
AutoCAD SHX Text
178NS
AutoCAD SHX Text
CHAIN LINK FENCE
AutoCAD SHX Text
CONC. WALKWAY
AutoCAD SHX Text
GAS PUMPS
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC. WALKWAY
AutoCAD SHX Text
ROAD
AutoCAD SHX Text
KINKAID
AutoCAD SHX Text
CONC. CURB
AutoCAD SHX Text
ASPHALT PARKING
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT PARKING
AutoCAD SHX Text
CONC
AutoCAD SHX Text
REFER. BOX
AutoCAD SHX Text
WALL
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CAR WASH
AutoCAD SHX Text
112KVA
AutoCAD SHX Text
EP599-F33
AutoCAD SHX Text
EC554-A01
AutoCAD SHX Text
EC555-A01
AutoCAD SHX Text
EC562-A02
AutoCAD SHX Text E507-F36
AutoCAD SHX Text F
AutoCAD SHX Text
EF107
AutoCAD SHX Text
EP583-F35
AutoCAD SHX Text
EP584-F34
AutoCAD SHX Text
EP585-F34
AutoCAD SHX Text F
AutoCAD SHX Text
EF088
AutoCAD SHX Text
ET143
AutoCAD SHX Text
EC453-A01
AutoCAD SHX Text
EC454-64A
AutoCAD SHX Text
EC476-64A
AutoCAD SHX Text
EC477-A01
AutoCAD SHX Text
EC478-64A
AutoCAD SHX Text
EC479-A02
AutoCAD SHX Text
EC480-A02
AutoCAD SHX Text
13.2KV
AutoCAD SHX Text
10KVA
AutoCAD SHX Text N.L.-64A
AutoCAD SHX Text 15.5-64A
AutoCAD SHX Text
1" RIGID POWER SUPPLY TO MWR SIGN
AutoCAD SHX Text C7986
AutoCAD SHX Text C249
AutoCAD SHX Text C7977
AutoCAD SHX Text C7973
AutoCAD SHX Text C7968
AutoCAD SHX Text C220
AutoCAD SHX Text C221
AutoCAD SHX Text C222
AutoCAD SHX Text C223
AutoCAD SHX Text C224
AutoCAD SHX Text C226
AutoCAD SHX Text C222
AutoCAD SHX Text C232A
AutoCAD SHX Text
PED03
AutoCAD SHX Text
APPROX. LOCATION TO BE VERIFIED IN FIELD
AutoCAD SHX Text
EX. TELECOM FOR SIGN
AutoCAD SHX Text #205
AutoCAD SHX Text #208
AutoCAD SHX Text 8"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text
GL314
AutoCAD SHX Text 4"
AutoCAD SHX Text
GL314C
AutoCAD SHX Text 4"
AutoCAD SHX Text
SS
AutoCAD SHX Text 4"
AutoCAD SHX Text
APPROX. LOCATION TO BE VERIFIED IN FIELD
AutoCAD SHX Text
MWR SIGN
40.0
40.0
40 .0
41.0
41.0
.0
42.0
42.0
42 .0
42.0
43.0
43.0
43.0
.0
.0
44. 0
.0
4 4 .0
.0
.0
45.0
44.0
SOIL
STOCKPILE
SCE
6" T C
6" T
C
8" TC
8"
TC
8" TC
8" TC
8" TC
8" TC
8" TC
6" CL
8" TC
4" CL
4"PVC
EP521-J42
F
1½"
2"
1¼"
8"
3"
2"
1½"
1½"
1½"
8"
8"
12"
12"
12"
6"
6"
3"
FF-LH
3"
'3"
8"
4"
4"
8"
3"
6"
8"
4"
4"
4"
4"
4"
4"
8"
12"
8"
12"
8"
6"
6"
8"
8"
6"
8" C90
0 S
DR-18
3"
2" 3/4"
NOTE:
TOTAL REDUCTION IN
IMPERVIOUS AREA: 0.06 ACRES
NOTE:
TOTAL REDUCTION IN
IMPERVIOUS AREA: 0.06 ACRES
2" Per forated PVC Overdrain
X
X
ACOUS
ADDL
AFF
AFG
AL
AMP
ANOD
B
BD
BETW
BLDG
BM
BOT
BRK
BTU
CAB
CEM
CER TILE
CG
CJ
CL
CLG
CLST
CMU
COL
CONC
CONF
CONSTR
CONT
CT
CU
CUB
D
DBL
DEG
DEMO
DET
DIA
DIM
DN
DR
DWG
DWR
EA
EF
EJ
EL
ELEC
ELEV
ENAM
ENGR
ENTR
EP
EQ
EQL SP
EQUIP
EST
EWC
EXP
EXP JT
EXIST
EXT
FA
FEC
FD
FIN
FIN FL
FLR
FLOUR
FOF
FT (')
FWC
GA
GALV
GB
GENL
GFI
GFRC
GL
GOV
GSA
GYP
H / HT
HB
HDF
HDWD
HDWR
HM
HNDRL
HORIZ
HZ
ID
IGU
IN (")
INCL
INSTL
INSUL
INTR
JAN
JC
JT
KPL
L
LAV
LBL
LF
LH
LHR
LT
LTG
LVL
MAINT
MAS
MAT
MAX
ACOUSTIC
ADDITIONAL
ABOVE FINISH FLOOR
ABOVE FINISH GRADE
ALUMINUM
AMPERE
ANODIZED
BASE
BOARD
BETWEEN
BUILDING
BEAM
BOTTOM
BRICK
BRITISH THERMAL UNIT
CABINET
CEMENT
CERAMIC TILE
CORNER GUARD
CONTROL JOINT
CENTER LINE
CEILING
CLOSET
CONCRETE MASONRY UNIT
COLUMN
CONCRETE
CONFERENCE
CONSTRUCTION
CONTINUOUS
CERAMIC TILE
CUBIC
CUBILE
DEPTH
DOUBLE
DEGREE
DEMOLITION
DETAIL
DIAMETER
DIMENSION
DOWN
DOOR
DRAWING
DRAWER
EACH
EACH FACE
EXPANSION JOINT
ELEVATION
ELECTRICAL
ELEVATOR
ENAMEL
ENGINEER
ENTRANCE
ELECTRICAL PANEL
EQUAL
EQUALLY SPACED
EQUIPMENT
ESTIMATE
ELECTRIC WATER COOLER
EXPANSION
EXPANSION JOINT
EXISTING
EXTERIOR
FIRE ALARM
FIRE EXTINGUISHER CABINET
FLOOR DRAIN
FINISH
FINSIH FLOOR
FLOOR (ING)
FLOURESCENT
FACE OF FINISH
FEET
FABRIC WALL COVERING
GAGE
GALVANIZED
GRAB BAR
GENERAL
GROUND FAULT INTERUPT
GLASS FIBER REINFORCED CONCRETE
GLASS
GOVERNMENT
GENERAL SERVICES ADMINISTRATION
GYPSUM
HEIGHT
HOSE BIB
HIGH DENSITY FIBER BOARD
HARDWOOD
HARDWARE
HOLLOW METAL
HANDRAIL
HORIZONTAL
HERTZ
INSIDE DIAMETER
INSULATED GLAZING UNIT
INCHES
INCLUDING
INSTALLATION
INSULATION
INTERIOR
JANITOR
JANITOR'S CLOSET
JOINT
KICK PLATE
LENGTH
LAVATORY
LABEL
LINEAR FOOT
LEFT HAND
LEFT HAND REVERSE
LIGHT
LIGHTING
LEVEL
MAINTENANCE
MASONRY
MATERIAL
MAXIMUM
MDF
MECH
MET / MTL
MIN
MISC
MLDG
MLWK
MO
MTD
MUL
NA
NIC
NO
NOM
NTS
OC
OD
OFF
OPNG
OPP
PAF
PERIM
PL
PLAM
PLAS
PLYWD
PNL
PR
PREFIN
PRELIM
PROJ
PTD
PTN
QT
QTY
QUAL
R
RA
RAD
RCP
REC
RECD
RECPT
REF
REQD
RESIL
RH
RHR
RLG
RM
RO
RT
RVS
SA
SAT
SC
SECT
SHT
SHV
SIM
SP
SPEC
SQ
SQ FT / SF
SQ IN
SST
STC
STD
STOR
STRUCT
SURF
SUSP
SUSP CLG
SYMM
SYS
T
TC
TECH
TEL
TEMP
TER
TFF
THK
THRES
THRU
TK BD
TOT
TV
TYP
UNFIN
UNIF
UNO
UPS
UTIL
V
VB
VERT
VEST
VIF
VIN
VNR
VOL
VT
VWC
W/ W/O W/W W
WC
WD
WDW
WGL
WH
WSCT
WT
MEDIUM DEINSITY FIBER BOARD
MECHANICAL
METAL
MINIMUM
MISCELLANEOUS
MOLDING
MILLWORK
MASONRY OPENING
MOUNTED
MULLION
NOT APPLICABLE
NOT IN CONTRACT
NUMBER
NOMINAL
NOT TO SCALE
ON CENTER
OUTSIDE DIAMETER
OFFICE
OPENING
OPPOSITE
POWDER ACTUATED FASTENER
PERIMETER
PLATE
PLASTIC LAMINATE
PLASTER
PLYWOOD
PANEL
PAIR
PREFINISHED
PRELIMINARY
PROJECT
PAINTED
PARTITION
QUARRY TILE
QUANTITY
QUALITY
RISER
RETURN AIR
RADIUS
REFLECTED CEILING PLAN
RECESSED
RECEIVED
RECEPTACLE
REFERENCE
REQUIRED
RESILIENT
RIGHT HAND
RIGHT HAND REVERSE
RAILING
ROOM
ROUGH OPENING
RIGHT
REVERSE
SUPPLY AIR
SUSPENDED ACOUSTIC TILE
SOLID CORE
SECTION
SHEET
SHELVES (ING)
SIMILAR
SPACE (ING)
SPECIFICATION
SQUARE
SQUARE FOOT
SQUARE INCH
STAINLESS STEEL
SOUND TRANSMISSION COEFFICIENT
STANDARD
STORAGE
STRUCTURAL
SURFACE
SUSPENDED
SUSPENDED CEILING
SYMMETRICAL
SYSTEM
THERMOSTAT
TERRA COTTA
TECHNICAL
TELEPHONE
TEMPORARY
TERRAZZO
TOP OF FINISH
THICKNESS
THRESHOLD
THROUGH
TACK BOARD
TOTAL
TELEVISION
TYPICAL
UNFINISHED
UNIFORM
UNLESS NOTED OTHERWISE
UNITERRUPTIBLE POWER SUPPLY
UTILITY
VOLT
VINYL BASE
VERTICAL
VESTIBULE
VERIFY IN FIELD
VINYL
VENEER
VOLUME
VINYL TILE
VINYL WALL COVERING
WITH
WITHOUT
WALL TO WALL
WIDTH
WATER CLOSET
WOOD
WINDOW
WIRE GLASS
WALL HUNG
WAINSCOT
WATTS
DEMOLISH NSA CHAPEL, USNA-127NS
U.S. NAVAL ACADEMY
NOT TO SCALE
13142620
G-001
EG MD JJ
SCE
DESIGN CERTIFICATION:
I HEREBY CERTIFY THAT THIS PLAN HAS BEEN DESIGNED IN ACCORDANCE
WITH THE 2011 MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL
EROSION AND SEDIMENT CONTROL, THE 2000 MARYLAND STORMWATER
DESIGN MANUAL, VOLUMES I & II INCLUDING SUPPLEMENTS, THE
ENVIRONMENT ARTICLE SECTIONS 4-101 THROUGH 116 AND SECTIONS
4-201 AND 215, AND THE CODE OF MARYLAND REGULATIONS (COMAR)
26.17.01 AND COMAR 26.17.02 FOR EROSION AND SEDIMENT CONTROL AND
STORMWATER MANAGEMENT, RESPECTIVELY.
DATE DESIGNER SIGNATURE
MD REGISTRATION NO. PRINTED NAME
JOHN C JONES47109
OWNER/DEVELOPER CERTIFICATION:
I / WE HEREBY CERTIFY THAT ALL CLEARING, GRADING, CONSTRUCTION,
AND/OR DEVELOPMENT WILL BE DONE PURSUANT TO THIS PLAN AND
THAT ANY RESPONSIBLE PERSONNEL INVOLVED IN THE CONSTRUCTION
PROJECT WILL HAVE A CERTIFICATE OF ATTENDANCE AT A MARYLAND
DEPARTMENT OF THE ENVIRONMENT APPROVED TRAINING PROGRAM FOR
THE CONTROL OF EROSION AND SEDIMENT BEFORE BEGINNING THE
PROJECT. I/WE HEREBY AUTHORIZE THE RIGHT OF ENTRY FOR PERIODIC
ON-SITE EVALUATION BY APPROPRIATE INSPECTION AND ENFORCEMENT
AUTHORITY OR THE STATE OF MARYLAND, DEPARTMENT OF THE
ENVIRONMENT. I/WE HEREBY CERTIFY THAT STORMWATER MANAGEMENT
FACILITIES WILL BE MAINTAINED IN ACCORDANCE WITH APPROVED PLANS.
DATE OWNER/DEVELOPER SIGNATURE
RESPONSIBLE PERSON
CERTIFICATION NO.
PRINTED NAME AND TITLE
D
EP
AR
TM
EN
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O F
TH
E
N A
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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
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
C O
M M
AN
D
DES DRW
DRAWFORM REVISION: 11 SEPTEMBER, 2013
CHK
SATISFACTORY-TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM / DM
BRANCH MANAGER
CHIEF ENG / ARCH
FIRE PROTECTION
PU
B
LI
C
W O
R
KS
D
EP
AR
TM
EN
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U N
IT
ED
S
TA
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S
N
AV
AL
A
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AD
EM
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- A N
N A
PO
LI
S, M
D N
A
VA
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FA
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S E
N G
IN
E
E R
IN
G
C O
M M
A N
D , W
A S
H
IN
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TO
N D
.C
1717811
NJ/EG
D
EM
O
LI
SH
N
SA
C
H
AP
EL
, U
SN
A-
7N
S
MDE #22-SF-0147
4/12/2022 JONES.JOHN.C.1038711225 Digitally signed by JONES.JOHN.C.1038711225 Date: 2022.04.12 06:49:12 -04'00'
04/28/2022 RPC002559 Justin Barlow / IEPD
REVIEWED AND APPROVED FOR SEDIMENT
CONTROL AND STORMWATER MANAGEMENT
UNDER SECTIONS 4-106 AND 4-205
BY: CHIMERE EATON
DATE:
MARYLAND DEPARTMENT OF THE ENVIRONMENT
SEDIMENT & STORMWATER PLAN REVIEW DIVISION
MAY 18, 2022 ON FILE
42.0
42.0
43.0
.0
.0
44.0
.0
44.0
SOIL
STOCKPILE
SCE
6" T
C
EP521-J42
F
8"
D
EP
AR
TM
EN
T
O F
TH
E
N A
VY
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
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
C O
M M
AN
D
DES DRW
DRAWFORM REVISION: 11 SEPTEMBER, 2013
CHK
SATISFACTORY-TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM / DM
BRANCH MANAGER
CHIEF ENG / ARCH
FIRE PROTECTION
PU
B
LI
C
W O
R
KS
D
EP
AR
TM
EN
T
U N
IT
E
D S
TA
TE
S N
AV
A
L A
C
AD
EM
Y
- A N
N
AP
O
LI
S , M
D N
A
VA
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D , W
A S
H
IN
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TO
N D
.C
1717811
NJ/EG
D
EM
O
LI
SH
N
SA
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AP
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, U
SN
A-
7N
S
1" = 10'
13142621
C-100
EG MD JJ
SCE
= SILT FENCE
= LIMITS OF DISTURBANCE
= STABILIZED CONSTRUCTION ENTRANCE
EROSION CONTROL LEGEND:
= SILT FENCE ON PAVEMENT
= SITE PERIMETER FENCE
SEQUENCE OF CONSTRUCTION:
1. NOTIFY THE MARYLAND DEPARTMENT OF THE ENVIRONMENT (MDE) AT (410)
537-3510 SEVEN (7) DAYS BEFORE COMMENCING LAND DISTURBING ACTIVITY.
UNLESS WAIVED BY MDE, HOLD A PRE-CONSTRUCTION MEETING BETWEEN
PROJECT REPRESENTATIVES AND MDE.
2. CLEAR AND GRUB FOR STABILIZED CONSTRUCTION ENTRANCE AND SET SILT FENCE,
SITE FENCE, AND AGIP CONTROLS.
3. ABATE ALL ASBESTOS AND CONTAMINATED MATERIAL PER SPECIFICATION SECTION
02 82 00.
4. DEMOLISH BUILDING AND ACCOMPANYING SIDEWALK, MISCELLANEOUS SITE
FEATURES, ETC.
5. DEMOLISH AND CAP UTILITIES.
6. BACKFILL, COMPACT, SEED, AND STABILIZE EXCAVATED AND DISTURBED AREAS PER
THE SPECIFICATIONS .
7. WITH PERMISSION FROM THE MDE INSPECTOR, REMOVE ALL SEDIMENT CONTROLS
AND STABILIZE THE AREA DISTURBED DUE TO THEIR REMOVAL.
EXISTING UTILITIY LEGEND:
= EX. UNDERGROUND ELECTRIC
= EX. SANITARY SEWER
= EX. GAS LINE
= EX. WATER LINE
0 10'-0" 20'-0" 40'-0"
GRAPHIC SCALE 1" = 10'-0"
N
NORTH ARROW
MDE #22-SF-0147
= AT-GRADE INLET PROTECTION
APPROVED
BY: CHIMERE EATON
MD DEPT ENVIRONMENT
SEDIMENT & STORMWATER
PLAN REVIEW DIVISION
MAY 18, 2022
ON FILE
AR
TM
EN
T
O F
TH
E
N A
VY
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
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
C O
M M
AN
D
DES DRW
DRAWFORM REVISION: 11 SEPTEMBER, 2013
CHK
SATISFACTORY-TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM / DM
BRANCH MANAGER
CHIEF ENG / ARCH
FIRE PROTECTION
PU
B
LI
C
W O
R
KS
D
EP
AR
TM
EN
T
U N
IT
E
D S
TA
TE
S N
AV
A
L A
C
AD
EM
Y
- A N
N
AP
O
LI
S , M
D N
A
VA
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D , W
A S
H
IN
G
TO
N D
.C
1717811
NJ/EG
D
EM
O
LI
SH
N
SA
C
H
AP
EL
, U
SN
A-
7N
S
NOT TO SCALE
13142622
C-500
EG MD JJ
MDE #22-SF-0147
APPROVED
BY: CHIMERE EATON
MD DEPT ENVIRONMENT
SEDIMENT & STORMWATER
PLAN REVIEW DIVISION
AR
TM
EN
T
O F
TH
E
N A
VY
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
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
C O
M M
AN
D
DES DRW
DRAWFORM REVISION: 11 SEPTEMBER, 2013
CHK
SATISFACTORY-TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM / DM
BRANCH MANAGER
CHIEF ENG / ARCH
FIRE PROTECTION
PU
B
LI
C
W O
R
KS
D
EP
AR
TM
EN
T
U N
IT
E
D S
TA
TE
S N
AV
A
L A
C
AD
EM
Y
- A N
N
AP
O
LI
S , M
D N
A
VA
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D , W
A S
H
IN
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TO
N D
.C
1717811
NJ/EG
D
EM
O
LI
SH
N
SA
C
H
AP
EL
, U
SN
A-
7N
S
NOT TO SCALE
13142623
C-501
EG MD JJ
B A
A
B
B
A
MDE #22-SF-0147
APPROVED
BY: CHIMERE EATON
MD DEPT ENVIRONMENT
SEDIMENT & STORMWATER
PLAN REVIEW DIVISION
AR
TM
EN
T
O F
TH
E
N A
VY
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
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
C O
M M
AN
D
DES DRW
DRAWFORM REVISION: 11 SEPTEMBER, 2013
CHK
SATISFACTORY-TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM / DM
BRANCH MANAGER
CHIEF ENG / ARCH
FIRE PROTECTION
PU
B
LI
C
W O
R
KS
D
EP
AR
TM
EN
T
U N
IT
E
D S
TA
TE
S N
AV
A
L A
C
AD
EM
Y
- A N
N
AP
O
LI
S , M
D N
A
VA
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D , W
A S
H
IN
G
TO
N D
.C
1717811
NJ/EG
D
EM
O
LI
SH
N
SA
C
H
AP
EL
, U
SN
A-
7N
S
NOT TO SCALE
13142624
C-502
EG MD JJ
MDE #22-SF-0147
APPROVED
BY: CHIMERE EATON
MD DEPT ENVIRONMENT
SEDIMENT & STORMWATER
PLAN REVIEW DIVISION
C
4"
NOTE:
TOTAL REDUCTION IN
IMPERVIOUS AREA: 0.06 ACRES
D
EP
AR
TM
EN
T
O F
TH
E
N A
VY
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
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
C O
M M
AN
D
DES DRW
DRAWFORM REVISION: 11 SEPTEMBER, 2013
CHK
SATISFACTORY-TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM / DM
BRANCH MANAGER
CHIEF ENG / ARCH
FIRE PROTECTION
PU
B
LI
C
W O
R
KS
D
EP
AR
TM
EN
T
U N
IT
E
D S
TA
TE
S N
AV
A
L A
C
AD
EM
Y
- A N
N
AP
O
LI
S , M
D N
A
VA
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D , W
A S
H
IN
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TO
N D
.C
1717811
NJ/EG
D
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O
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N
SA
C
H
AP
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, U
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A-
7N
S
1" = 10'
13142625
CD100
EG MD JJ
GENERAL NOTES:
1. DEMOLISH ENTIRE BUILDING INCLUDING
FOUNDATION AND ASSOCIATED CONCRETE
PADS AND SIDEWALKS.
2. CLEAN AND REMOVE EXISTING 250 GALLON
ABOVE-GROUND STORAGE TANK AND
ASSOCIATED CONCRETE PAD.
3. PERFORM GROUND PENETRATING RADAR
TO VERIFY PAST REMOVAL OF
UNDERGROUND STORAGE TANKS (1,290
GALLONS AND 1,800 GALLONS).
4. DEMOLISH ALL MISCELLANEOUS SITE
FEATURES AND FOUNDATIONS, SUCH AS BUT
NOT LIMITED TO, HANDRAILS, LIGHTPOLES,
UTILITY PADS, AND DISCONNECT SWITCHES.
5. BUILDING CONTAINS ASBESTOS. ABATE
PRIOR TO REMOVAL. SEE SPECIFICATION
SECTION 02 82 00 FOR MORE DETAIL.
6. ALL CONSTRUCTION WASTE AND RUBBISH
MUST BE REMOVED OFF-SITE.
7. EXCAVATION SHALL NOT EXCEED 36".
0 10'-0" 20'-0" 40'-0"
GRAPHIC SCALE 1" = 10'-0"
N
NORTH ARROW
MDE #22-SF-0147
APPROVED
BY: CHIMERE EATON
MD DEPT ENVIRONMENT
SEDIMENT & STORMWATER
PLAN REVIEW DIVISION
6" T
C
4"PVC
EP521-J42
F
8"
D
EP
AR
TM
EN
T
O F
TH
E
N A
VY
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
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
C O
M M
AN
D
DES DRW
DRAWFORM REVISION: 11 SEPTEMBER, 2013
CHK
SATISFACTORY-TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM / DM
BRANCH MANAGER
CHIEF ENG / ARCH
FIRE PROTECTION
PU
B
LI
C
W O
R
KS
D
EP
AR
TM
EN
T
U N
IT
E
D S
TA
TE
S N
AV
A
L A
C
AD
EM
Y
- A N
N
AP
O
LI
S , M
D N
A
VA
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D , W
A S
H
IN
G
TO
N D
.C
1717811
NJ/EG
D
EM
O
LI
SH
N
SA
C
H
AP
EL
, U
SN
A-
7N
S
1" = 10'
13142626
CD101
EG MD JJ
0 10'-0" 20'-0" 40'-0"
GRAPHIC SCALE 1" = 10'-0"
N
NORTH ARROW
SHEET LEGEND:
= EX. UNDERGROUND ELECTRIC
= EX. SANITARY SEWER
= EX. GAS LINE
= EX. WATER LINE
= DEMOLISH
MDE #22-SF-0147
APPROVED
BY: CHIMERE EATON
MD DEPT ENVIRONMENT
SEDIMENT & STORMWATER
PLAN REVIEW DIVISION
42.0
43.0
.0
.0
44.0
.0
44.0
NOTE:
TOTAL REDUCTION IN
IMPERVIOUS AREA: 0.06 ACRES
D
EP
AR
TM
EN
T
O F
TH
E
N A
VY
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
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
C O
M M
AN
D
DES DRW
DRAWFORM REVISION: 11 SEPTEMBER, 2013
CHK
SATISFACTORY-TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM / DM
BRANCH MANAGER
CHIEF ENG / ARCH
FIRE PROTECTION
PU
B
LI
C
W O
R
KS
D
EP
AR
TM
EN
T
U N
IT
E
D S
TA
TE
S N
AV
A
L A
C
AD
EM
Y
- A N
N
AP
O
LI
S , M
D N
A
VA
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D , W
A S
H
IN
G
TO
N D
.C
1717811
NJ/EG
D
EM
O
LI
SH
N
SA
C
H
AP
EL
, U
SN
A-
7N
S
1" = 10'
13142627
CG100
EG MD JJ
NOTES:
1. SCARIFY SUBGRADE AT ALL REMOVAL/DEMOLITION
LOCATIONS TO RECEIVE BACKFILL MATERIAL PER
SPECIFICATIONS.
2. PROVIDE BACKFILL AND COMPACTION PER
SPECIFICATIONS.
3. RECYCLED CONCRETE SHALL NOT BE USED FOR
BACKFILL.
4. PROVIDE A MINIMUM OF 4" OF TOPSOIL ACROSS
DISTURBED AND REGRADED PORTIONS OF THE SITE.
5. PERFORM FINAL SEEDING/STABILIZATION PER MDE
SPECIFICATIONS AND NOTES ON DRAWING C-502.
6. PROTECT FINISHED TOPSOIL AREAS FROM DAMAGE
BY VEHICULAR OR PEDESTRIAN TRAFFIC.
0 10'-0" 20'-0" 40'-0"
GRAPHIC SCALE 1" = 10'-0"
N
NORTH ARROW
SHEET LEGEND:
= DEMOLISH
MDE #22-SF-0147
APPROVED
BY: CHIMERE EATON
MD DEPT ENVIRONMENT
SEDIMENT & STORMWATER
PLAN REVIEW DIVISION
| Title Sheet |
| Binder1 |
| Mini Mart Combined |
| SR19818248 Final Drawings (no MDE Stamps) |
| Mini-Mart Final |
| Sheets and Views |
| Mini-Mart Final-ELECTRIC ES100 |
SR19818248 Final Dwgs Demo Mini Mart - MDE STAMPED
1717811 Final Dwgs Demo NS Chapel - MDE STAMPED
2024-05-16T11:53:21-0400
2024-05-16T11:53:37-0400
2024-05-16T11:53:48-0400
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2024-05-16T11:54:03-0400
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2024-05-16T11:54:06-0400
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File details come from the government source that posted it. Updated .