W912QR22R0061_Plans-0000.pdf
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- JBMDL Barracks 5502
- Solicitation number
- W912QR22R0061
About this file
This solicitation document is for a design-build project to fully restore an enlisted barracks building at Joint Base McGuire-Dix-Lakehurst in New Jersey. The estimated construction cost is between $10-25 million, with NAICS code 236220 and a size determination of $39.5 million. This is a two-phase, 100% full and open competition requiring offerors to comply with System for Award Management registration requirements and the HUBZone 10% price evaluation preference. Technical inquiries must be submitted through ProjNet, and no contract award will be made until appropriated funds are available.
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U .S
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PHASE 1 SUBMITTAL
M A
Y of Engineers
US Army Corps
Louisville District
G-001
C O
V E
R S
H E
E T
FOR OFFICIAL USE ONLY
JOINT BASE MCGUIRE-DIX-LAKEHURST, NJ
P2#: 481648
TRANSIENT TRAINING BARRACKS BUILDING 5502
R P
R O
C T
O R
R P
R O
C T
O R
DRAWING INDEX
M
B A
R N
E T
T
PROJECT NO.: 92199, FY 2022
ISSUE DATE: MAY 5, 2022
SOLICITATION NO.:
CONTRACT NO.:
BUILDING ELEVATIONSA-200
ROOF PLANA-140
THIRD FLOOR PLANA-130
SECOND FLOOR PLANA-120
ENLARGED FLOOR PLANSA-111
FIRST FLOOR PLANA-110
BASEMENT PLANA-100
EXISTING BUILDING ELEVATIONAD200
THIRD FLOOR DEMOLITION PLANAD130
SECOND FLOOR DEMOLITION PLANAD120
FIRST FLOOR DEMOLITION PLANAD110
BASEMENT DEMOLITION PLANAD100
THIRD FLOOR HAZARDOUS MATERIAL PLANH-130
SECOND FLOOR HAZARDOUS MATERIAL PLANH-120
FIRST FLOOR HAZARDOUS MATERIAL PLANH-110
BASEMENT HAZARDOUS MATERIAL PLANH-100
SITE ELECTRICAL PLANES100
GRADING PLANCG112
GRADING PLANCG111
OVERALL GRADING PLANCG101
SITE PLANCS112
SITE PLANCS111
OVERALL SITE PLANCS101
DEMOLITION PLANCD112
DEMOLITION PLANCD111
DEMOLITION PLANCD101
SITE SURVEYV-112
SITE SURVEYV-111
OVERALL SITE SURVEYV-101
LOCATION AND VICINITY MAPG-201
COVER SHEET / DRAWING INDEXG-001
ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
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XX June 2022
W912QR22R0061
4.
3.
2.
1.
SECURITY AND ACCESS NOTES
SCALE:
VICINITY MAP
NOT TO SCALE
NEW JERSEY STATE MAP
NN
SCALE:
ETC.
PASS ROADSIDE INSPECTIONS, LOAD SAFETY INSPECTIONS,
PROOF OF INSURANCE. ALL VEHICLES MUST BE ABLE TO
HAVE A CURRENT ORIGINAL VEHICLE REGISTRATION AND
ALL CONTRACTOR VEHICLES AND DELIVERY VEHICLES MUST
NUMBERS.
BASE McGUIRE-DIX-LAKEHURST CONTACT, NO CELL PHONE
FOR THE DELIVERY, AND A POST PHONE NUMBER FOR THE JOINT
JOINT BASE McGUIRE-DIX-LAKEHURST, AN ADDRESS/LOCATION
DELIVERIES MUST HAVE A VALID POINT OF CONTACT ON
ON JOINT BASE McGUIRE-DIX-LAKEHURST. DRIVERS MAKING
LICENSE. THIS INCLUDES DRIVERS MAKING DELIVERIES
WILL REQUIRE IN THEIR POSSESSION A VALID DRIVER'S
ALL DRIVERS ON JOINT BASE McGUIRE-DIX-LAKEHURST
OFFICE AT (609) 562-2853 FOR PERMISSION.
CONTACT THE CENTRAL NEW JERSEY RESIDENT ENGINEER
BE REPORTED TO IMMIGRATION AUTHORITIES IN ADVANCE.
SECURITY CARD, ETC). ILLEGAL CONTRACTOR PERSONNEL WILL
VALID IDENTIFICATION (PASSPORT, DRIVERS LICENSE, SOCIAL
WORKING AT JOINT BASE McGUIRE-DIX-LAKEHURST REQUIRE
ALL CONTRACTOR AND SUBCONTRACTOR PERSONNEL
ADVANCE BY THE CORPS RESIDENT ENGINEER OFFICE.
WORK OUTSIDE OF NORMAL HOURS MUST BE APPROVED IN
MONDAY THROUGH FRIDAY. EXCEPT FEDERAL HOLIDAYS.
NORMAL WORKING HOURS ARE 7:00 AM TO 4:00 PM
TRENTON
NOT TO SCALE
LOCATION MAP
PROJECT LOCATION
BUILDING 5502
FT. DIX, NEW JERSEY
McGUIRE-DIX-LAKEHURST
JOINT BASE
COUNTY
BURLINGTON
GETTING ON THE BASE.
CHARLIE, CONTRACTORS SHOULD EXPECT A 2 HOUR DELAY IN
MISSION. IF THE THREAT CONDITION IS RAISED TO THREATCON
TRAFFIC UNLESS IN DIRECT SUPPORT OF TROOPS AND
THREATCON DELTA, THE BASE WILL BE CLOSED TO OUTSIDE
SHOULD THE SECURITY THREAT CONDITION BE RAISED TO
McGUIRE-DIX-LAKEHURST.
ARE ALLOWED TO BE TRANSPORTED ONTO JOINT BASE
NO KNIVES, GUNS, WEAPONS, EXPLOSIVES, DRUGS, ALCOHOL
6.
5.
295206
38 38
GATE 4
GATE 3
GATE 2
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VISITORS
LOCATION
PROJECT
McGUIRE-DIX-LAKEHURST
JOINT BASE
Township New Hanover
New Egypt
Cookstown
Airport Redwing
Chesterfield
Ridge Cream
Freehold Upper
Township Florence
Mansfield
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AFB
McGuire
Fort Dix
Juliustown
Jacobstown Township Plumsted
Township Bordentown
Allentown
Roosevelt
Millstone
Clarksburg
Airport Trenton-Robbinsville
Township Hamilton
White Horse
AFB
McGuire
Township North Hanover
Springfield
Pemberton
Jobstown
Bristol
Hainesport
Browns Mills
Fallsington
Mt Holly Eastampton
Westampton
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6" TERRA-COTTA
T E
R R
A
C O
T T A
R R
A
C O
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A
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P
STORM MH
RIM=132.41
INV=126.021(6")1
INV=126.18(6")2
INV=126.03(6")3
INV=125.84(12")4
INV=125.79(12")5
P
P V
C
.C
6" TERRA-COTTA 6" TERRA-COTTA
STORM MH
RIM=131.61
INV=124.63(8")1
INV=124.56(10")2
INV=XXXX(6")3
INV=XXX(6")4
T E R
R A
C O
T T A
6" TERRA-COTTA 6" TERRA-COTTA
T E R
R A
C O T T A
T E R
R A
C O
T T A 6
R R
A
C O
T T A
T E R
R A
C O
T T A
6" TERRA-COTTA 6" TERRA-COTTA
STORM MH
RIM=132.95
INV=128.51(6")1
INV=128.38(6")2
INV=128.31(6")3
INV=128.25(6")4
INV=128.19(6")5
INV=128.15(6")6
INV=128.11(6")7
INV=127.09(12")8
T E R
R A
C O T T A
T E R
R A
C O
T T A
R R
A
C O
T T A
STORM MH
RIM=131.56
INV=XXXXX
STORM MH
RIM=132.95
INV=128.54(6")1
INV=128.50(6")2,3,4
INV=128.40(6")5
INV=128.43(6")6
INV=128.23(12")7
WINDOW WELL,
TYPICAL
CRAWLSPACE
ACCESS
WV
WV
WV DY
H
EM
GV
PAVEMENT
B U
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D
IN
G
B U
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D
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A L
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ID
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ID
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A L
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ID
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PAVEMENT
CONCRETE
PAD
CONCRETE
PAD
CONCRETE
PAD
R E
F R
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F R
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F R
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MH
MH
MH
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N N
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A
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FREEZER
FREEZER
STEP
C O
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SIDEWALK SIDEWALKSIDEWALKSIDEWALK
P A
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D
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P A
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P A
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GRASSGRASSGRASS
GRASS
GRASS GRASS
GRASS
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ID
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A L
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DY
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GM
P A
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M E
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AREA
CONCRETE
COVERED
MTL. DOOR
C O
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S T E
P S
T E
P
S T E
P S
T E
P
S T E
P S
T E
P
S T E
P S
T E
P
S T E
P S
T E
P
W A
L L
W A
L L
W A
L L
W A
L L
W A
L L
C/O
SERVICE
GAS
MTL. DOOR
WASH AREA/
DRAIN
F .F
L
.2
.8
.0
.9
CONC.
P O
R C
H
P A
V E
M E
N T
WASH AREA/
DRAIN
MTL. DOOR
ROOF DRAIN
TYPICAL
ROOF DRAIN
TYPICAL
ELECTRIC
BOX
ELECTRIC
BOX
ELETRIC
BOX
BOLLARDS
TYPICAL
PAVEMENT
DOCK
LOADING
CONC.
OPEN
TO BELOW
EL=124.04
W A
L L
P O
R C
H
P O
R C
H P
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C H
P O
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H
P O
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H P
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C H
P O
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H P
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C H
P O
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H P
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C H
P O
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H
STORM MH
RIM=129.59
INV=125.82(12")S
INV=117.80(24")E
INV=117.84(24")W
24" RCP
P
SANITARY MH
RIM=131.11
INV=127.80
8" TERRA-COTTA
C
SANITARY MH
RIM=132.71
INV=126.64(8")E
INV=126.31(10")W
INV=126.24(10")S
STORM MH
RIM=131.51
INV=124.04(12")S
INV=118.51(24")E
INV=118.84(24")W
10" PVC
24" RCP
24" RCP21" RCP
P
STORM MH
RIM=132.28
INV=128.83(12")1
INV=125.68(12")2
INV=119.82(21")3
INV=119.56(24")4
STORM MH
RIM=132.33
INV=129.38
STORM MH
RIM=132.39
INV=XXXX
21" RCP
21" RCP
P
STORM MH
RIM=133.23
INV=125.96(12")1
INV=120.62(21")2
INV=120.56(21")3
SANITARY MH
RIM=133.99
INV=128.17(10")E
INV=128.29(6")S
10"PVC
T .C
STORM MH???
RIM=133.85
INV=129.85(6")1
INV=129.65(6")2
INV=129.50(10")3
6" TERRA-COTTA
TE
R R
A
C O
TT
A
R R
A
C O
T T A
STORM MH
RIM=132.93
INV=126.92(6")1
INV=126.86(6")2
INV=126.69(6")3
INV=126.57(12")4
4D
6"T.C.
P
V C
STORM MH
RIM=134.38
INV=121.28
21" RCP
OPEN
TO BELOW
EL=124.75
OPEN TO BELOW
EL=125.20
WINDOW
WELL
TYPICAL
COVERED AREA
FOR PICNIC TABLE
CONC. PAD
FOR PICNIC TABLE
GRASS
GRASS
GRASS
GRASS
G R
A S
S
G R
A S
S
G R
A S
S
G R
A S
S
G R
A S
S
G R
A S
S
2 3
GRATE
EL=133.10
INV=XXXX
G 133.18
TC 133.55
G 133.15
TC 133.45
G 132.79
TC 133.12
G 132.51
TC 132.87
G 132.31
TC 132.69
G 131.65
TC 132.23
G 131.50
TC 131.82
G 131.24
TC 131.58
G 130.85
TC 131.00
G 130.37
TC 130.80
G 130.42
TC 130.72
G 130.76
TC 131.16
G 131.03
TC 131.34
G 131.67
TC 131.95
G 132.33
TC 132.69
G 132.84
TC 133.17
UP#JC61276
UP#JC61275
UP#JC61274
UP#JC61273
UP#JC61277
AREA
CONCRETE
COVERED
R E
F R
IG
GMGM
BASKETBALL
FLOOR DRAIN, TYPICAL
FLUE
PIPE
C O
N C
CONC.
C O
N C
132.67
133.04
132.88 132.22
132.44
132.93
133.35
133.01
132.90
132.63 132.37
133.02
133.24
133.48
133.75
133.83
133.74
133.19
133.86
133.26 132.59
132.75 132.72
132.84
132.94
133.52
133.11
133.28
133.65
133.89 134.11
133.80
134.53
134.40
134.31
133.89
134.08
133.75 133.04
133.34
133.07
133.58
133.75
133.91
134.03
134.21
133.89
134.76 134.36
134.40
134.61
134.56
134.16
134.14
134.03
133.74133.84
133.60
133.58
CONC. CURB
CONC. CURB
C O
N C
C U
R B
C O
N C
C U
R B
C O
N C
C U
R B
133.25
133.63 133.52
133.89
133.33
133.53
133.47
133.98 133.95133.40
133.55
133.90
134.86
134.77
134.53
134.60
134.31
134.34
133.60
134.02
133.04
133.44
132.47
132.66
CONC. BELOW
EL=126.48
CONC. BELOW
EL=125.72
CONC. BELOW
EL=126.90
DRAIN, TYPICAL
ROOF DRAIN, TYPICAL
CONC.
CONC. CONC.
BUILDING
BUILDING
BUILDING
ACCESS
CRAWLSPACE
6" TERRA-COTTA
TE
R R
A
C O
TT
A
R R
A
C O
T T A
P
STORM MH
RIM=133.12
INV=127.07(6")1
INV=127.77(6")2
INV=126.76(6")3
INV=126.72(6")4
INV=126.71(12")5
P
P
C
P P
P
12" RCP
P
P
D D
D
D
D
WV
DY
H
D
D
D
S
DY
H
WV
RAMP
R A
M P
DN
UP
DN
UP
DN
UP
NGRAPHIC SCALE: 1"=40'-0"
120'80'40'020'40' V-101
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CONTOURS ARE AT ONE FOOT INTERVALS.5.
GEOTREK ENVIRONMENTAL & SURVEYING, LLC.
THE FIELD SURVEY WAS CONDUCTED FEBRUARY 2020 BY 4.
VERTICAL DATUM 1988.
OF 1983. VERTICAL DATUM IS NORTH AMERICAN
PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM
HORIZONTAL DATUM IS THE NAD83 NEW JERSEY STATE 3.
MARK-OUTS.
TO THE ACCURACY AND\OR COMPLETENESS OF SAID
CONSTRUED THAT ANY STATEMENT IS BEING MADE AS
IMPLIED HEREON NOR SHOULD IT BE ASSUMED OR
UTILITY COMPANIES. NO STATEMENT IS BEING MADE OR
SURVEY AND MAPPING SUPPLIED BY THE INDIVIDUAL
LOCATED FROM MARK-OUTS PRESENT AT THE TIME OF
UNDERGROUND UTILITIES SHOWN HEREON WERE 2.
UNKNOWN.
WERE NOT VISIBLE AT THE TIME OF SURVEY AND ARE
UNDERGROUND UTILITY SERVICE LINES NOT SHOWN
THE LOCATIONS AND/OR EXISTENCE OF ANY 1.
GENERAL SITE SURVEY NOTESV-111
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R
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E M
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C T N
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IS
T R
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PHASE 1 SUBMITTAL
M A
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ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
R
_P la ns -0
R R
A
C O
T T A
R R
A
C O
T T
A
P
STORM MH
RIM=132.41
INV=126.021(6")1
INV=126.18(6")2
INV=126.03(6")3
STORM MH
RIM=131.56
INV=XXXXX
EM
GV
A
IT
A
IT
PAVEMENT
CONCRETE
PAD
CONCRETE
PAD
R E
F R
IG
F R
E E
Z E
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F R
E E
Z E
R
MH
MH
CONCRETE
PAD
ALABAMA AVENUE
REFRIG.
FREEZER
FREEZER
STEP
C O
N C
CONC.
SIDEWALK SIDEWALKSIDEWALK
P A
V
IV
E W
A Y
P A
V
IV
E W
A Y
P A
V
IV
E W
A Y
CONC.
GRASSGRASS
GRASS GRASS
GRASS
S
ID
E W
A L
K
HTR.
DY
H
S
GM
P A
V E
M E
N T
S
EM
DY
H
AREA
CONCRETE
COVERED
MTL. DOOR
C O
N C
S T E
P
S T E
P
S T E
P
S T E
P
W A
L L
W A
L L
W A
L L
W A
L L
C/O
CONC.
P A
V E
M E
N T
WASH AREA/
DRAIN
MTL. DOOR
ROOF DRAIN
TYPICAL
ELECTRIC
BOX
ELECTRIC
BOX
BOLLARDS
TYPICAL
PAVEMENT
DOCK
LOADING
CONC.
OPEN
TO BELOW
EL=124.04
W A
L L
P O
R C
H
P O
R C
H
P O
R C
H
P O
R C
H
P O
R C
H
SANITARY MH
RIM=131.11
INV=127.80
8" TERRA-COTTA
C
SANITARY MH
RIM=132.71
INV=126.64(8")E
INV=126.31(10")W
INV=126.24(10")S
STORM MH
RIM=131.51
INV=124.04(12")S
INV=118.51(24")E
INV=118.84(24")W
10" PVC
24" RCP
24" RCP21" RCP
P
STORM MH
RIM=132.28
INV=128.83(12")1
INV=125.68(12")2
INV=119.82(21")3
INV=119.56(24")4
STORM MH
RIM=132.33
INV=129.38
STORM MH
RIM=132.39
INV=XXXX
21" RCP
P
STORM MH
RIM=133.23
INV=125.96(12")1
INV=120.62(21")2
INV=120.56(21")3
STORM MH???
6" TERRA-COTTA
TE
R R
A
C O
TT
A
R R
A
C O
T T A
6"T.C.
OPEN
TO BELOW
EL=124.75
COVERED AREA
FOR PICNIC TABLE
2 3
G 132.79
TC 133.12
G 132.51
TC 132.87
G 132.31
TC 132.69
G 131.65
TC 132.23
G 131.50
TC 131.82
G 131.24
TC 131.58
G 130.85
TC 131.00
G 130.37
TC 130.80
G 130.42
TC 130.72
G 130.76
TC 131.16
G 131.03
TC 131.34
G 131.67
TC 131.95
G 132.33
TC 132.69
G 132.84
TC 133.17
UP#JC61276
UP#JC61275
UP#JC61277
R E
F R
IG
GM
C O
N C
CONC.
C O
N C
132.67
133.04
132.88 132.22
132.44
132.93
133.35133.83
133.74
133.19
133.86
133.26 132.59
132.75 132.72
132.84
132.94
133.52
133.11 134.40
134.31
133.89
134.08
133.75 133.04
133.34
133.07
133.58
133.75
133.91
134.03
134.03
CONC. CURB
CONC. CURB
C O
N C
C U
R B
C O
N C
C U
R B
C O
N C
C U
R B
133.25
133.63 133.52
133.89
133.33
133.53
133.47
133.95133.40
133.55
133.90
CONC. BELOW
EL=126.48
CONC. BELOW
EL=125.72
CONC.
CONC.
BUILDING
BUILDING
BUILDING
ACCESS
CRAWLSPACE
6" TERRA-COTTA
TE
R R
A
C O
TT
A
R R
A
C O
T T A
P
STORM MH
RIM=133.12
INV=127.07(6")1
INV=127.77(6")2
INV=126.76(6")3
INV=126.72(6")4
INV=126.71(12")5
P
P
P
12" RCP
P
D
D
D
D
D
D
RAMP
R A
M P
DN
UP
DN
UP
N
V-111
M
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ID
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GRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
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PHASE 1 SUBMITTAL
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ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
R
_P la ns -0
STORM MH
RIM=132.41
INV=126.021(6")1
INV=126.18(6")2
INV=126.03(6")3
INV=125.84(12")4
INV=125.79(12")5
P
C
6" TERRA-COTTA 6" TERRA-COTTA
STORM MH
RIM=131.61
INV=124.63(8")1
INV=124.56(10")2
INV=XXXX(6")3
INV=XXX(6")4
T E R
R A
C O
T T A
6" TERRA-COTTA 6" TERRA-COTTA
T E R
R A
C O T T A
T E R
R A
C O
T T A 6
R R
A
C O
T T A
T E R
R A
C O
T T A
6" TERRA-COTTA 6" TERRA-COTTA
T E R
R A
C O T T A
R R
A
C O
T T A
STORM MH
RIM=132.95
INV=128.54(6")1
INV=128.50(6")2,3,4
INV=128.40(6")5
INV=128.43(6")6
INV=128.23(12")7
WINDOW WELL,
TYPICAL
CRAWLSPACE
ACCESS
PAVEMENT
B U
IL
D
IN
G
B U
IL
D
IN
G
B U
IL
D
IN
GS
ID
E W
A L
K
S
ID
E W
A L
K
S
ID
E W
A L
K
S
ID
E W
A L
K
S
ID
E W
A L
K
D D
PAVEMENT
MH
S T E
P
S T E
P
S T E
P
S T E
P
.8
.0
.9
P O
R C
H
ROOF DRAIN
TYPICAL
P O
R C
H
P O
R C
H
P O
R C
H
P O
R C
H
STORM MH???
RIM=133.85
INV=129.85(6")1
INV=129.65(6")2
INV=129.50(10")3
4D
6"T.C.
6"T.C.
P
V C
WINDOW
WELL
TYPICAL
CONC. PAD
FOR PICNIC TABLE
GRASS
GRASS
GRASS
GRASS
G R
A S
S
G R
A S
S
G R
A S
S
G R
A S
S
G R
A S
S
1 2
AREA
CONCRETE
COVERED
BASKETBALL
133.35
133.01
132.90
132.63 132.37
133.02
133.24
133.48
133.75
133.83 133.11
133.28
133.65
133.89 134.11
133.80
134.53
134.40 134.03
134.21
133.89
134.53
134.60
134.31
134.34
133.60
134.02
133.04
133.44
132.47
132.66
D
P
C
P P
P
D
WV
DY
H
DY
H
WV
N
V-112
M
M A
Y E
R
B
B
ID
D L E
GRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
J L
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U
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A K
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P R
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C T N
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P
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L E D
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T R
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M A
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G J
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PHASE 1 SUBMITTAL
M A
Y
ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
R
_P la ns -0
R R
A
C O
T T A
R R
A
C O
T T
A
P
STORM MH
RIM=132.41
INV=126.021(6")1
INV=126.18(6")2
INV=126.03(6")3
INV=125.84(12")4
INV=125.79(12")5
P
C
6" TERRA-COTTA
STORM MH
RIM=131.61
INV=124.63(8")1
INV=124.56(10")2
INV=XXXX(6")3
INV=XXX(6")4
6" TERRA-COTTA
T E R
R A
C O T T A
T E R
R A
C O
T T A
T E R
R A
C O
T T A
6" TERRA-COTTA 6" TERRA-COTTA
STORM MH
RIM=132.95
INV=128.51(6")1
INV=128.38(6")2
INV=128.31(6")3
INV=128.25(6")4
INV=128.19(6")5
INV=128.15(6")6
INV=128.11(6")7
INV=127.09(12")8
T E R
R A
C O T T A
T E R
R A
C O
T T A
R R
A
C O
T T A
STORM MH
RIM=131.56
INV=XXXXX
STORM MH
RIM=132.95
INV=128.54(6")1
INV=128.50(6")2,3,4
INV=128.40(6")5
INV=128.43(6")6
INV=128.23(12")7
CRAWLSPACE
ACCESS
WV
WV
WV DY
H
EM
GV
PAVEMENT
B U
IL
D
IN
G
B U
IL
D
IN
G
B U
IL
D
IN
G
B U
IL
D
IN
G
A
IT
A
IT
S
ID
E W
A L
K
S
ID
E W
A L
K
S
ID
E W
A L
K
S
ID
E W
A L
K
S
ID
E W
A L
K
S
ID
E W
A L
K
PAVEMENT
CONCRETE
PAD
CONCRETE
PAD
CONCRETE
PAD
F R
E E
Z E
R
D D
PAVEMENT
MH
MH
MH
MH
CONCRETE
PAD
T E
N N
E S
E N
U E
ALABAMA AVENUE
STEP
SIDEWALK SIDEWALKSIDEWALKSIDEWALK
P A
V
IV
E W
A Y
P A
V
IV
E W
A Y
P A
V
IV
E W
A Y
CONC.
GRASSGRASSGRASS
GRASS
GRASS GRASS
GRASS
S
ID
E W
A L
K
DY
H
S
GM
P A
V E
M E
N T
S
EM
DY
H
AREA
CONCRETE
COVERED
MTL. DOOR
C O
N C
S T E
P S
T E
P
S T E
P S
T E
P
S T E
P S
T E
P
S T E
P S
T E
P
S T E
P S
T E
P
W A
L L
W A
L L
W A
L L
W A
L L
C/O
SERVICE
GAS
MTL. DOOR
WASH AREA/
DRAIN
.2
.8
.0
.9
CONC.
P O
R C
H
P A
V E
M E
N T
MTL. DOOR
ROOF DRAIN
TYPICAL
ROOF DRAIN
TYPICAL
ELECTRIC
BOX
ELECTRIC
BOX
ELETRIC
BOX
BOLLARDS
TYPICAL
PAVEMENT
DOCK
LOADING
CONC.
OPEN
TO BELOW
EL=124.04
P O
R C
H
P O
R C
H P
O R
C H
P O
R C
H
P O
R C
H P
O R
C H
P O
R C
H P
O R
C H
P O
R C
H P
O R
C H
P O
R C
H
STORM MH
RIM=129.59
INV=125.82(12")S
INV=117.80(24")E
INV=117.84(24")W
24" RCP
P
SANITARY MH
RIM=131.11
INV=127.80
8" TERRA-COTTA
C
SANITARY MH
RIM=132.71
INV=126.64(8")E
INV=126.31(10")W
INV=126.24(10")S
STORM MH
RIM=131.51
INV=124.04(12")S
INV=118.51(24")E
INV=118.84(24")W
10" PVC
24" RCP
24" RCP21" RCP
P
STORM MH
RIM=132.28
INV=128.83(12")1
INV=125.68(12")2
INV=119.82(21")3
INV=119.56(24")4
STORM MH
RIM=132.33
INV=129.38
STORM MH
RIM=132.39
INV=XXXX
21" RCP
21" RCP
P
STORM MH
RIM=133.23
INV=125.96(12")1
INV=120.62(21")2
INV=120.56(21")3
SANITARY MH
RIM=133.99
INV=128.17(10")E
INV=128.29(6")S
10"PVC
T .C
STORM MH???
RIM=133.85
INV=129.85(6")1
INV=129.65(6")2
INV=129.50(10")3
6" TERRA-COTTA
TE
R R
A
C O
TT
A
R R
A
C O
T T A
STORM MH
RIM=132.93
INV=126.92(6")1
INV=126.86(6")2
INV=126.69(6")3
INV=126.57(12")4
D
6"T.C.
P
V C
STORM MH
RIM=134.38
INV=121.28
21" RCP
OPEN
TO BELOW
EL=124.75
OPEN TO BELOW
EL=125.20
WINDOW
WELL
TYPICAL
COVERED AREA
FOR PICNIC TABLE
CONC. PAD
FOR PICNIC TABLE
GRASS
GRASS
GRASS
GRASS
G R
A S
S
G R
A S
S
G R
A S
S
G R
A S
S
G R
A S
S
G R
A S
S
2 3
GRATE
EL=133.10
INV=XXXX
UP#JC61276
UP#JC61275
UP#JC61274
UP#JC61273
UP#JC61277
AREA
CONCRETE
COVERED
R E
F R
IG
GMGM
BASKETBALL
FLOOR DRAIN, TYPICAL
FLUE
PIPE
C O
N C
CONC.
C O
N C
CONC. CURB
CONC. CURB
C O
N C
C U
R B
C O
N C
C U
R B
C O
N C
C U
R B
CONC. BELOW
EL=126.48
CONC. BELOW
EL=125.72
CONC. BELOW
EL=126.90
DRAIN, TYPICAL
ROOF DRAIN, TYPICAL
CONC.
CONC. CONC.
BUILDING
BUILDING
BUILDING
ACCESS
CRAWLSPACE
6" TERRA-COTTA
R R
A
C O
T T A
P
STORM MH
RIM=133.12
INV=127.07(6")1
INV=127.77(6")2
INV=126.76(6")3
INV=126.72(6")4
INV=126.71(12")5
P
P
C
P P
P
12" RCP
P
P
D D
D
D
D
WV
DY
H
D D
D
S
DY
H
WV
RAMP
R A
M P
DN
UP
DN
UP
DN
UP
6" TERRA-COTTA
6" TERRA-COTTA
T E R
R A
C O
T T A
6" TERRA-COTTA
R R
A
C O
T T A
GREASE
INTERCEPTOR
TE
R R
A
C O
TT
A
NGRAPHIC SCALE: 1"=40'-0"
120'80'40'020'40' CD101
M
M A
Y E
R
B
B
ID
D L E
GENERAL DEMOLITION NOTES
J L
O C
K
O V
E R
A L L D
E M
O L
IT
IO
N P
L A
N
PROTECT EXISTING TREES DURING CONSTRUCTION.
CONTRACTOR SHALL TAKE ALL MEANS NECESSARY TO 4.
THAN 6 FEET.
SHALL HAVE THE LIMBS PRUNED TO A HEIGHT NO LESS
BUILDING SHALL BE REMOVED. ALL TREES THAT REMAIN
ALL TREES AND SHRUBS WITHIN 20 FEET OF THE 3.
MDL STANDARDS.
WITH ADEQUATE BACKFILL AND SEED ACCORDING TO JB
HOLES THAT MAY OCCUR DURING THE SITE DEMOLITION
CONTRACTOR SHALL BACKFILL ANY DEPRESSIONS OR 2.
ACTIVITIES.
SIDEWALKS THAT OCCUR DUE TO CONSTRUCTION
CONTRACTOR SHALL REPLACE ANY DAMAGED 1.
CD111
CD112
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C D
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A N
S I
D
C H
E C
K E
D B
Y
D R
A W
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Y
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S
U E D
A T
E
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
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IT
A T
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D B
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D A
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®of Engineers
US Army Corps
C A
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G O
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S C
R
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N
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M A
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PHASE 1 SUBMITTAL
M A
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ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
R
_P la ns -0
R R
A
C O
T T A
R R
A
C O
T T
A
P
STORM MH
RIM=132.41
INV=126.021(6")1
INV=126.18(6")2
INV=126.03(6")3
STORM MH
RIM=131.56
INV=XXXXX
EM
GV
A
IT
PAVEMENT
CONCRETE
PAD
CONCRETE
PAD
F R
E E
Z E
R
MH
MH
CONCRETE
PAD
ALABAMA AVENUE
STEP
SIDEWALK SIDEWALKSIDEWALK
P A
V
IV
E W
A Y
P A
V
IV
E W
A Y
P A
V
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E W
A Y
CONC.
GRASSGRASS
GRASS GRASS
GRASS
S
ID
E W
A L
K
DY
H
S
GM
P A
V E
M E
N T
S
EM
DY
H
AREA
CONCRETE
COVERED
MTL. DOOR
C O
N C
S T E
P
S T E
P
S T E
P
S T E
P
W A
L L
W A
L L
W A
L L
C/O
CONC.
P A
V E
M E
N T
MTL. DOOR
ROOF DRAIN
TYPICAL
ELECTRIC
BOX
ELECTRIC
BOX
BOLLARDS
TYPICAL
PAVEMENT
DOCK
LOADING
CONC.
OPEN
TO BELOW
EL=124.04
P O
R C
H
P O
R C
H
P O
R C
H
P O
R C
H
P O
R C
H
SANITARY MH
RIM=131.11
INV=127.80
8" TERRA-COTTA
C
SANITARY MH
RIM=132.71
INV=126.64(8")E
INV=126.31(10")W
INV=126.24(10")S
STORM MH
RIM=131.51
INV=124.04(12")S
INV=118.51(24")E
INV=118.84(24")W
10" PVC
24" RCP
24" RCP21" RCP
P
STORM MH
RIM=132.28
INV=128.83(12")1
INV=125.68(12")2
INV=119.82(21")3
INV=119.56(24")4
STORM MH
RIM=132.33
INV=129.38
STORM MH
RIM=132.39
INV=XXXX
21" RCP
P
STORM MH
RIM=133.23
INV=125.96(12")1
INV=120.62(21")2
INV=120.56(21")3
STORM MH???
6" TERRA-COTTA
TE
R R
A
C O
TT
A
R R
A
C O
T T A
6"T.C.
OPEN
TO BELOW
EL=124.75
COVERED AREA
FOR PICNIC TABLE
2 3
UP#JC61276
UP#JC61275
UP#JC61277
R E
F R
IG
GM
C O
N C
CONC.
C O
N C
CONC. CURB
CONC. CURB
C O
N C
C U
R B
C O
N C
C U
R B
C O
N C
C U
R B
CONC. BELOW
EL=126.48
CONC. BELOW
EL=125.72
CONC.
CONC.
BUILDING
BUILDING
BUILDING
ACCESS
CRAWLSPACE
6" TERRA-COTTA
R R
A
C O
T T A
P
STORM MH
RIM=133.12
INV=127.07(6")1
INV=127.77(6")2
INV=126.76(6")3
INV=126.72(6")4
INV=126.71(12")5
P
P
P
12" RCP
P
D
D
D
D D
D
RAMP
R A
M P
DN
UP
DN
UP
6" TERRA-COTTA
A
IT
R E
F R
IG
F R
E E
Z E
R REFRIG.
FREEZER
FREEZER
C O
N C
CONC.
HTR.
W A
L L
W A
L L
GREASE
INTERCEPTOR
TE
R R
A
C O
TT
A
N
CD111
M
M A
Y E
R
B
B
ID
D L E
SHEET KEYNOTES
GRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
J L
O C
K
D E
M O
L
IT
IO
N P
L A
N
REMOVE BOLLARDS.12.
REMOVE WINDOW WELL WALL TO 1' BELOW GRADE.11.
REMOVE EQUIPMENT AND CONCRETE EQUIPMENT PAD.10.
SANITARY LINES.
REMOVE GREASE INTERCEPTOR. CAP EXISTING 9.
CONCRETE PADS/ACCESS DRIVE.
REMOVE FREEZERS/REFRIGERATORS AND ASSOCIATED 8.
CONCRETE PADS.
REMOVE FREEZERS/REFRIGERATORS AND ASSOCIATED 7.
CAP AT MANHOLE TO REMAIN.
EXISTING ROOF DRAIN LATERAL IN PLACE.
PROVIDE FLOWABLE FILL AND ABANDON6.
REMOVE EXISTING RAILING.5.
REMOVE EXISTING BITUMINOUS PAVEMENT.OPTION:4.
REMOVE ROOF DRAIN LATERAL.3.
REMOVE EXISTING STAIRS AND RAILING.2.
CUT AT NEAREST JOINT TO REMAIN.
EXISTING CONCRETE SIDEWALK TO BE REMOVED. SAW 1.
U .S
A R
M Y C
O R
P S O
F E
N G
IN
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C D
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SHEET ID
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2 3 4 5 6 7 8 9 10
S O
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N N
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US Army Corps
C A
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G O
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S C
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V
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M A
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N J
P R
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C T N
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G J
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A R
R A
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B U
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PHASE 1 SUBMITTAL
M A
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ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
R
_P la ns -0
RIM=132.41
INV=126.021(6")1
INV=126.18(6")2
INV=126.03(6")3
INV=125.84(12")4
INV=125.79(12")5
P
C
6" TERRA-COTTA
STORM MH
RIM=131.61
INV=124.63(8")1
INV=124.56(10")2
INV=XXXX(6")3
INV=XXX(6")4
6" TERRA-COTTA
T E R
R A
C O T T A
T E R
R A
C O
T T A
T E R
R A
C O
T T A
6" TERRA-COTTA 6" TERRA-COTTA
T E R
R A
C O T T A
R R
A
C O
T T A
STORM MH
RIM=132.95
INV=128.54(6")1
INV=128.50(6")2,3,4
INV=128.40(6")5
INV=128.43(6")6
INV=128.23(12")7
CRAWLSPACE
ACCESS
PAVEMENT
B U
IL
D
IN
G
B U
IL
D
IN
G
B U
IL
D
IN
GS
ID
E W
A L
K
S
ID
E W
A L
K
S
ID
E W
A L
K
S
ID
E W
A L
K
S
ID
E W
A L
K
D D
PAVEMENT
MH
S T E
P
S T E
P
S T E
P
S T E
P
.8
.0
.9
P O
R C
H
ROOF DRAIN
TYPICAL
P O
R C
H
P O
R C
H
P O
R C
H
P O
R C
H
STORM MH???
RIM=133.85
INV=129.85(6")1
INV=129.65(6")2
INV=129.50(10")3
D
6"T.C.
6"T.C.
P
V C
WINDOW
WELL
TYPICAL
CONC. PAD
FOR PICNIC TABLE
GRASS
GRASS
GRASS
GRASS
G R
A S
S
G R
A S
S
G R
A S
S
G R
A S
S
G R
A S
S
EL=133.10
1 2
AREA
CONCRETE
COVERED
BASKETBALL
D
P
C
P P
P
D
WV
DY
H
DY
H
WV
6" TERRA-COTTA
6" TERRA-COTTA
T E R
R A
C O
T T A
6" TERRA-COTTA
R R
A
C O
T T A
WINDOW WELL,
TYPICAL
N
CD112
M
M A
Y E
R
B
B
ID
D L E
SHEET KEYNOTES
GRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
J L
O C
K
D E
M O
L
IT
IO
N P
L A
N
REMOVE BOLLARDS.12.
REMOVE WINDOW WELL WALL TO 1' BELOW GRADE.11.
REMOVE EQUIPMENT AND CONCRETE EQUIPMENT PAD.10.
SANITARY LINES.
REMOVE GREASE INTERCEPTOR. CAP EXISTING 9.
CONCRETE PADS/ACCESS DRIVE.
REMOVE FREEZERS/REFRIDGERATORS AND ASSOCIATED 8.
CONCRETE PADS.
REMOVE FREEZERS/REFRIDGERATORS AND ASSOCIATED 7.
CAP AT MANHOLE TO REMAIN.
EXISTING ROOF DRAIN LATERAL IN PLACE.
PROVIDE FLOWABLE FILL AND ABANDON6.
REMOVE EXISTING RAILING.5.
REMOVE EXISTING BITUMINOUS PAVEMENT.OPTION:4.
REMOVE ROOF DRAIN LATERAL.3.
REMOVE EXISTING STAIRS AND RAILING.2.
CUT AT NEAREST JOINT TO REMAIN.
EXISTING CONCRETE SIDEWALK TO BE REMOVED. SAW 1.
REMOVE WINDOW WELL WALL TO 1' BELOW GRADE.6.
EXISTING ROOF DRAIN LATERAL IN PLACE.
PROVIDE FLOWABLE FILL AND ABANDON5.
REMOVE EXISTING BITUMINOUS PAVEMENT.OPTION:4.
REMOVE ROOF DRAIN LATERAL.3.
REMOVE EXISTING STAIRS AND RAILING.2.
CUT AT NEAREST JOINT TO REMAIN.
EXISTING CONCRETE SIDEWALK TO BE REMOVED. SAW 1.
U .S
A R
M Y C
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P S O
F E
N G
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SHEET ID
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B
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D
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F
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2 3 4 5 6 7 8 9 10
S O
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N N
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D E
S
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N E
D B
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M A
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D B
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US Army Corps
C A
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G O
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D E
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R
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N
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C
A D
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C D
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M A
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A N
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J O
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A K
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P R
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G J
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A R
R A
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B U
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PHASE 1 SUBMITTAL
M A
Y
ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
R
_P la ns -0
R R
A
C O
T T A
R R
A
C O
T T
A
P
STORM MH
RIM=132.41
INV=126.021(6")1
INV=126.18(6")2
INV=126.03(6")3
INV=125.84(12")4
INV=125.79(12")5
P
C
6" TERRA-COTTA
STORM MH
RIM=131.61
INV=124.63(8")1
INV=124.56(10")2
INV=XXXX(6")3
INV=XXX(6")4
6" TERRA-COTTA
T E R
R A
C O T T A
T E R
R A
C O
T T A
T E R
R A
C O
T T A
6" TERRA-COTTA 6" TERRA-COTTA
STORM MH
RIM=132.95
INV=128.51(6")1
INV=128.38(6")2
INV=128.31(6")3
INV=128.25(6")4
INV=128.19(6")5
INV=128.15(6")6
INV=128.11(6")7
INV=127.09(12")8
T E R
R A
C O T T A
T E R
R A
C O
T T A
R R
A
C O
T T A
STORM MH
RIM=131.56
INV=XXXXX
STORM MH
RIM=132.95
INV=128.54(6")1
INV=128.50(6")2,3,4
INV=128.40(6")5
INV=128.43(6")6
INV=128.23(12")7
CRAWLSPACE
ACCESS
WV
WV
WV DY
H
EM
GV
PAVEMENT
B U
IL
D
IN
G
B U
IL
D
IN
G
B U
IL
D
IN
G
B U
IL
D
IN
G
A
IT
A
IT
S
ID
E W
A L
K
S
ID
E W
A L
K
S
ID
E W
A L
K
S
ID
E W
A L
K
S
ID
E W
A L
K
S
ID
E W
A L
K
PAVEMENT
CONCRETE
PAD
CONCRETE
PAD
CONCRETE
PAD
F R
E E
Z E
R
D D
PAVEMENT
MH
MH
MH
MH
CONCRETE
PAD
T E
N N
E S
E N
U E
ALABAMA AVENUE
STEP
SIDEWALK SIDEWALKSIDEWALKSIDEWALK
P A
V
IV
E W
A Y
P A
V
IV
E W
A Y
P A
V
IV
E W
A Y
CONC.
GRASSGRASSGRASS
GRASS
GRASS GRASS
GRASS
S
ID
E W
A L
K
DY
H
S
GM
P A
V E
M E
N T
S
EM
DY
H
AREA
CONCRETE
COVERED
MTL. DOOR
C O
N C
S T E
P S
T E
P
S T E
P S
T E
P
S T E
P S
T E
P
S T E
P S
T E
P
S T E
P S
T E
P
W A
L L
W A
L L
W A
L L
W A
L L
C/O
SERVICE
GAS
MTL. DOOR
WASH AREA/
DRAIN
.2
.8
.0
.9
CONC.
P O
R C
H
P A
V E
M E
N T
MTL. DOOR
ROOF DRAIN
TYPICAL
ROOF DRAIN
TYPICAL
ELECTRIC
BOX
ELECTRIC
BOX
ELETRIC
BOX
BOLLARDS
TYPICAL
PAVEMENT
DOCK
LOADING
CONC.
OPEN
TO BELOW
EL=124.04
P O
R C
H
P O
R C
H P
O R
C H
P O
R C
H
P O
R C
H P
O R
C H
P O
R C
H P
O R
C H
P O
R C
H P
O R
C H
P O
R C
H
STORM MH
RIM=129.59
INV=125.82(12")S
INV=117.80(24")E
INV=117.84(24")W
24" RCP
P
SANITARY MH
RIM=131.11
INV=127.80
8" TERRA-COTTA
C
SANITARY MH
RIM=132.71
INV=126.64(8")E
INV=126.31(10")W
INV=126.24(10")S
STORM MH
RIM=131.51
INV=124.04(12")S
INV=118.51(24")E
INV=118.84(24")W
10" PVC
24" RCP
24" RCP21" RCP
P
STORM MH
RIM=132.28
INV=128.83(12")1
INV=125.68(12")2
INV=119.82(21")3
INV=119.56(24")4
STORM MH
RIM=132.33
INV=129.38
STORM MH
RIM=132.39
INV=XXXX
21" RCP
21" RCP
P
STORM MH
RIM=133.23
INV=125.96(12")1
INV=120.62(21")2
INV=120.56(21")3
SANITARY MH
RIM=133.99
INV=128.17(10")E
INV=128.29(6")S
10"PVC
T .C
STORM MH???
RIM=133.85
INV=129.85(6")1
INV=129.65(6")2
INV=129.50(10")3
6" TERRA-COTTA
TE
R R
A
C O
TT
A
R R
A
C O
T T A
STORM MH
RIM=132.93
INV=126.92(6")1
INV=126.86(6")2
INV=126.69(6")3
INV=126.57(12")4
D
6"T.C.
P
V C
STORM MH
RIM=134.38
INV=121.28
21" RCP
OPEN
TO BELOW
EL=124.75
OPEN TO BELOW
EL=125.20
WINDOW
WELL
TYPICAL
COVERED AREA
FOR PICNIC TABLE
CONC. PAD
FOR PICNIC TABLE
GRASS
GRASS
GRASS
GRASS
G R
A S
S
G R
A S
S
G R
A S
S
G R
A S
S
G R
A S
S
G R
A S
S
2 3
GRATE
EL=133.10
INV=XXXX
UP#JC61276
UP#JC61275
UP#JC61274
UP#JC61273
UP#JC61277
AREA
CONCRETE
COVERED
R E
F R
IG
GMGM
BASKETBALL
FLOOR DRAIN, TYPICAL
FLUE
PIPE
C O
N C
CONC.
C O
N C
CONC. CURB
CONC. CURB
C O
N C
C U
R B
C O
N C
C U
R B
C O
N C
C U
R B
CONC. BELOW
EL=126.48
CONC. BELOW
EL=125.72
CONC. BELOW
EL=126.90
DRAIN, TYPICAL
ROOF DRAIN, TYPICAL
CONC.
CONC. CONC.
BUILDING
BUILDING
BUILDING
ACCESS
CRAWLSPACE
6" TERRA-COTTA
R R
A
C O
T T A
P
STORM MH
RIM=133.12
INV=127.07(6")1
INV=127.77(6")2
INV=126.76(6")3
INV=126.72(6")4
INV=126.71(12")5
P
P
C
P P
P
12" RCP
P
P
D D
D
D
D
WV
DY
H
D D
D
S
DY
H
WV
RAMP
R A
M P
DN
UP
DN
UP
DN
UP
NGRAPHIC SCALE: 1"=40'-0"
120'80'40'020'40' CS101
M
M A
Y E
R
B
B
ID
D L E
GENERAL DEMOLITION NOTES
J L
O C
K
O V
E R
A L L S
IT
E P
L A
N
PROTECT EXISTING TREES DURING CONSTRUCTION.
CONTRACTOR SHALL TAKE ALL MEANS NECESSARY TO 4.
THAN 6 FEET.
SHALL HAVE THE LIMBS PRUNED TO A HEIGHT NO LESS
BUILDING SHALL BE REMOVED. ALL TREES THAT REMAIN
ALL TREES AND SHRUBS WITHIN 20 FEET OF THE 3.
MDL STANDARDS.
WITH ADEQUATE BACKFILL AND SEED ACCORDING TO JB
HOLES THAT MAY OCCUR DURING THE SITE DEMOLITION
CONTRACTOR SHALL BACKFILL ANY DEPRESSIONS OR 2.
ACTIVITIES.
SIDEWALKS THAT OCCUR DUE TO CONSTRUCTION
CONTRACTOR SHALL REPLACE ANY DAMAGED 1.
CS111
CS112
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C S .d g n
A N
S I
D
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
®of Engineers
US Army Corps
C A
T E
G O
R Y C
O D
E
D E
S C
R
IP
T
IO
N
L O
U
IS
V
IL
L E
K E
N T
U C
K Y
P P ro je c ts \0
\5
\0
C
A D
B
IM
S h e e ts \0
C iv il \5
C S .d g n
-M
A Y -2
:0
M A
S O
N H
A N
G E
R
J O
IN
T B
A S
E M
C G
U
IR
E -D
IX
-L
A K
E H
U R
S T
N J
P R
O J E
C T N
O
P
L O
U
IS
V
IL
L E D
IS
T R
IC
T
D
R
M A
R T
IN
L
U T
H E
R K
IN
G J
R P
L A
C E
T R
A N
S
IE
N T T
R A
IN
IN
G B
A R
R A
C K
S
B U
IL
D
IN
G
PHASE 1 SUBMITTAL
M A
Y
ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
R
_P la ns -0
R R
A
C O
T T A
R R
A
C O
T T
A
P
STORM MH
RIM=132.41
INV=126.021(6")1
INV=126.18(6")2
INV=126.03(6")3
STORM MH
RIM=131.56
INV=XXXXX
EM
GV
A
IT
PAVEMENT
CONCRETE
PAD
CONCRETE
PAD
F R
E E
Z E
R
MH
MH
CONCRETE
PAD
ALABAMA AVENUE
STEP
SIDEWALK SIDEWALKSIDEWALK
P A
V
IV
E W
A Y
P A
V
IV
E W
A Y
P A
V
IV
E W
A Y
CONC.
GRASSGRASS
GRASS GRASS
GRASS
S
ID
E W
A L
K
DY
H
S
GM
P A
V E
M E
N T
S
EM
DY
H
AREA
CONCRETE
COVERED
MTL. DOOR
C O
N C
S T E
P
S T E
P
S T E
P
S T E
P
W A
L L
W A
L L
W A
L L
C/O
CONC.
P A
V E
M E
N T
MTL. DOOR
ROOF DRAIN
TYPICAL
ELECTRIC
BOX
ELECTRIC
BOX
BOLLARDS
TYPICAL
PAVEMENT
DOCK
LOADING
CONC.
OPEN
TO BELOW
EL=124.04
P O
R C
H
P O
R C
H
P O
R C
H
P O
R C
H
P O
R C
H
SANITARY MH
RIM=131.11
INV=127.80
8" TERRA-COTTA
C
SANITARY MH
RIM=132.71
INV=126.64(8")E
INV=126.31(10")W
INV=126.24(10")S
STORM MH
RIM=131.51
INV=124.04(12")S
INV=118.51(24")E
INV=118.84(24")W
10" PVC
24" RCP
24" RCP21" RCP
P
STORM MH
RIM=132.28
INV=128.83(12")1
INV=125.68(12")2
INV=119.82(21")3
INV=119.56(24")4
STORM MH
RIM=132.33
INV=129.38
STORM MH
RIM=132.39
INV=XXXX
21" RCP
P
STORM MH
RIM=133.23
INV=125.96(12")1
INV=120.62(21")2
INV=120.56(21")3
STORM MH???
6" TERRA-COTTA
TE
R R
A
C O
TT
A
R R
A
C O
T T A
6"T.C.
OPEN
TO BELOW
EL=124.75
COVERED AREA
FOR PICNIC TABLE
2 3
UP#JC61276
UP#JC61275
UP#JC61277
R E
F R
IG
GM
C O
N C
CONC.
C O
N C
CONC. CURB
CONC. CURB
C O
N C
C U
R B
C O
N C
C U
R B
C O
N C
C U
R B
CONC. BELOW
EL=126.48
CONC. BELOW
EL=125.72
CONC.
CONC.
BUILDING
BUILDING
BUILDING
ACCESS
CRAWLSPACE
6" TERRA-COTTA
R R
A
C O
T T A
P
STORM MH
RIM=133.12
INV=127.07(6")1
INV=127.77(6")2
INV=126.76(6")3
INV=126.72(6")4
INV=126.71(12")5
P
P
P
12" RCP
P
D
D
D
D D
D
RAMP
R A
M P
DN
UP
DN
UP
N
CS111
M
M A
Y E
R
B
B
ID
D L E
SHEET KEYNOTES
GRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
J L
O C
K
S
IT
E P
L A
N
PROVIDE CONCRETE EQIPMENT PAD.9.
PROVIDE FILL AND NEW CONCRETE SIDEWALK.8.
PROVIDE RAILING.7.
PROVIDE ADA COMPLIANT ACCESS RAMP.6.
PROVIDE BITUMINOUS DRIVEWAY.OPTION:5.
PROVIDE 12" CONCRETE MOW STRIP.4.
PROVIDE DETECTABLE WARNING SURFACE.3.
PROVIDE STAIRS AND RAILING.2.
PROVIDE CONCRETE SIDEWALK. 1.
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C S .d g n
A N
S I
D
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
®of Engineers
US Army Corps
C A
T E
G O
R Y C
O D
E
D E
S C
R
IP
T
IO
N
L O
U
IS
V
IL
L E
K E
N T
U C
K Y
P P ro je c ts \0
\5
\0
C
A D
B
IM
S h e e ts \0
C iv il \5
C S .d g n
-M
A Y -2
:0
M A
S O
N H
A N
G E
R
J O
IN
T B
A S
E M
C G
U
IR
E -D
IX
-L
A K
E H
U R
S T
N J
P R
O J E
C T N
O
P
L O
U
IS
V
IL
L E D
IS
T R
IC
T
D
R
M A
R T
IN
L
U T
H E
R K
IN
G J
R P
L A
C E
T R
A N
S
IE
N T T
R A
IN
IN
G B
A R
R A
C K
S
B U
IL
D
IN
G
PHASE 1 SUBMITTAL
M A
Y
ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
R
_P la ns -0
INV=126.021(6")1
INV=126.18(6")2
INV=126.03(6")3
INV=125.84(12")4
INV=125.79(12")5
P
C
6" TERRA-COTTA
STORM MH
RIM=131.61
INV=124.63(8")1
INV=124.56(10")2
INV=XXXX(6")3
INV=XXX(6")4
6" TERRA-COTTA
T E R
R A
C O T T A
T E R
R A
C O
T T A
T E R
R A
C O
T T A
6" TERRA-COTTA 6" TERRA-COTTA
T E R
R A
C O T T A
R R
A
C O
T T A
STORM MH
RIM=132.95
INV=128.54(6")1
INV=128.50(6")2,3,4
INV=128.40(6")5
INV=128.43(6")6
INV=128.23(12")7
CRAWLSPACE
ACCESS
PAVEMENT
B U
IL
D
IN
G
B U
IL
D
IN
G
B U
IL
D
IN
GS
ID
E W
A L
K
S
ID
E W
A L
K
S
ID
E W
A L
K
S
ID
E W
A L
K
S
ID
E W
A L
K
D D
PAVEMENT
MH
S T E
P
S T E
P
S T E
P
S T E
P
.8
.0
.9
P O
R C
H
ROOF DRAIN
TYPICAL
P O
R C
H
P O
R C
H
P O
R C
H
P O
R C
H
STORM MH???
RIM=133.85
INV=129.85(6")1
INV=129.65(6")2
INV=129.50(10")3
D
6"T.C.
6"T.C.
P
V C
WINDOW
WELL
TYPICAL
CONC. PAD
FOR PICNIC TABLE
GRASS
GRASS
GRASS
GRASS
G R
A S
S
G R
A S
S
G R
A S
S
G R
A S
S
G R
A S
S
EL=133.10
1 2
AREA
CONCRETE
COVERED
BASKETBALL
D
P
C
P P
P
D
WV
DY
H
DY
H
WV
N
CS112
M
M A
Y E
R
B
B
ID
D L E
SHEET KEYNOTES
GRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
J L
O C
K
S
IT
E P
L A
N
4 5
COURT.
PROVIDE BITUMINOUS PAVEMENT BASKETBALL OPTION:5.
PROVIDE 12" CONCRETE MOW STRIP.4.
PROVIDE DETECTABLE WARNING SURFACE.3.
PROVIDE STAIRS AND RAILING.2.
PROVIDE CONCRETE SIDEWALK. 1.
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C S .d g n
A N
S I
D
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
®of Engineers
US Army Corps
C A
T E
G O
R Y C
O D
E
D E
S C
R
IP
T
IO
N
L O
U
IS
V
IL
L E
K E
N T
U C
K Y
P P ro je c ts \0
\5
\0
C
A D
B
IM
S h e e ts \0
C iv il \5
C S .d g n
-M
A Y -2
:0
M A
S O
N H
A N
G E
R
J O
IN
T B
A S
E M
C G
U
IR
E -D
IX
-L
A K
E H
U R
S T
N J
P R
O J E
C T N
O
P
L O
U
IS
V
IL
L E D
IS
T R
IC
T
D
R
M A
R T
IN
L
U T
H E
R K
IN
G J
R P
L A
C E
T R
A N
S
IE
N T T
R A
IN
IN
G B
A R
R A
C K
S
B U
IL
D
IN
G
PHASE 1 SUBMITTAL
M A
Y
ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
R
_P la ns -0
R R
A
C O
T T A
R R
A
C O
T T
A
P
STORM MH
RIM=132.41
INV=126.021(6")1
INV=126.18(6")2
INV=126.03(6")3
INV=125.84(12")4
INV=125.79(12")5
P
C
6" TERRA-COTTA
STORM MH
RIM=131.61
INV=124.63(8")1
INV=124.56(10")2
INV=XXXX(6")3
INV=XXX(6")4
6" TERRA-COTTA
T E R
R A
C O T T A
T E R
R A
C O
T T A
T E R
R A
C O
T T A
6" TERRA-COTTA 6" TERRA-COTTA
STORM MH
RIM=132.95
INV=128.51(6")1
INV=128.38(6")2
INV=128.31(6")3
INV=128.25(6")4
INV=128.19(6")5
INV=128.15(6")6
INV=128.11(6")7
INV=127.09(12")8
T E R
R A
C O T T A
T E R
R A
C O
T T A
R R
A
C O
T T A
STORM MH
RIM=131.56
INV=XXXXX
STORM MH
RIM=132.95
INV=128.54(6")1
INV=128.50(6")2,3,4
INV=128.40(6")5
INV=128.43(6")6
INV=128.23(12")7
CRAWLSPACE
ACCESS
WV
WV
WV DY
H
EM
GV
PAVEMENT
B U
IL
D
IN
G
B U
IL
D
IN
G
B U
IL
D
IN
G
B U
IL
D
IN
G
A
IT
A
IT
S
ID
E W
A L
K
S
ID
E W
A L
K
S
ID
E W
A L
K
S
ID
E W
A L
K
S
ID
E W
A L
K
S
ID
E W
A L
K
PAVEMENT
CONCRETE
PAD
CONCRETE
PAD
CONCRETE
PAD
F R
E E
Z E
R
D D
PAVEMENT
MH
MH
MH
MH
CONCRETE
PAD
T E
N N
E S
E N
U E
ALABAMA AVENUE
STEP
SIDEWALK SIDEWALKSIDEWALKSIDEWALK
P A
V
IV
E W
A Y
P A
V
IV
E W
A Y
P A
V
IV
E W
A Y
CONC.
GRASSGRASSGRASS
GRASS
GRASS GRASS
GRASS
S
ID
E W
A L
K
DY
H
S
GM
P A
V E
M E
N T
S
EM
DY
H
AREA
CONCRETE
COVERED
MTL. DOOR
C O
N C
S T E
P S
T E
P
S T E
P S
T E
P
S T E
P S
T E
P
S T E
P S
T E
P
S T E
P S
T E
P
W A
L L
W A
L L
W A
L L
W A
L L
C/O
SERVICE
GAS
MTL. DOOR
WASH AREA/
DRAIN
.2
.8
.0
.9
CONC.
P O
R C
H
P A
V E
M E
N T
MTL. DOOR
ROOF DRAIN
TYPICAL
ROOF DRAIN
TYPICAL
ELECTRIC
BOX
ELECTRIC
BOX
ELETRIC
BOX
BOLLARDS
TYPICAL
PAVEMENT
DOCK
LOADING
CONC.
OPEN
TO BELOW
EL=124.04
P O
R C
H
P O
R C
H P
O R
C H
P O
R C
H
P O
R C
H P
O R
C H
P O
R C
H P
O R
C H
P O
R C
H P
O R
C H
P O
R C
H
STORM MH
RIM=129.59
INV=125.82(12")S
INV=117.80(24")E
INV=117.84(24")W
24" RCP
P
SANITARY MH
RIM=131.11
INV=127.80
8" TERRA-COTTA
C
SANITARY MH
RIM=132.71
INV=126.64(8")E
INV=126.31(10")W
INV=126.24(10")S
STORM MH
RIM=131.51
INV=124.04(12")S
INV=118.51(24")E
INV=118.84(24")W
10" PVC
24" RCP
24" RCP21" RCP
P
STORM MH
RIM=132.28
INV=128.83(12")1
INV=125.68(12")2
INV=119.82(21")3
INV=119.56(24")4
STORM MH
RIM=132.33
INV=129.38
STORM MH
RIM=132.39
INV=XXXX
21" RCP
21" RCP
P
STORM MH
RIM=133.23
INV=125.96(12")1
INV=120.62(21")2
INV=120.56(21")3
SANITARY MH
RIM=133.99
INV=128.17(10")E
INV=128.29(6")S
10"PVC
T .C
STORM MH???
RIM=133.85
INV=129.85(6")1
INV=129.65(6")2
INV=129.50(10")3
6" TERRA-COTTA
TE
R R
A
C O
TT
A
R R
A
C O
T T A
STORM MH
RIM=132.93
INV=126.92(6")1
INV=126.86(6")2
INV=126.69(6")3
INV=126.57(12")4
D
6"T.C.
P
V C
STORM MH
RIM=134.38
INV=121.28
21" RCP
OPEN
TO BELOW
EL=124.75
OPEN TO BELOW
EL=125.20
WINDOW
WELL
TYPICAL
COVERED AREA
FOR PICNIC TABLE
CONC. PAD
FOR PICNIC TABLE
GRASS
GRASS
GRASS
GRASS
G R
A S
S
G R
A S
S
G R
A S
S
G R
A S
S
G R
A S
S
G R
A S
S
2 3
GRATE
EL=133.10
INV=XXXX
UP#JC61276
UP#JC61275
UP#JC61274
UP#JC61273
UP#JC61277
AREA
CONCRETE
COVERED
R E
F R
IG
GMGM
BASKETBALL
FLOOR DRAIN, TYPICAL
FLUE
PIPE
C O
N C
CONC.
C O
N C
CONC. CURB
CONC. CURB
C O
N C
C U
R B
C O
N C
C U
R B
C O
N C
C U
R B
CONC. BELOW
EL=126.48
CONC. BELOW
EL=125.72
CONC. BELOW
EL=126.90
DRAIN, TYPICAL
ROOF DRAIN, TYPICAL
CONC.
CONC. CONC.
BUILDING
BUILDING
BUILDING
ACCESS
CRAWLSPACE
6" TERRA-COTTA
R R
A
C O
T T A
P
STORM MH
RIM=133.12
INV=127.07(6")1
INV=127.77(6")2
INV=126.76(6")3
INV=126.72(6")4
INV=126.71(12")5
P
P
C
P P
P
12" RCP
P
P
D D
D
D
D
WV
DY
H
D D
D
S
DY
H
WV
RAMP
R A
M P
DN
UP
DN
UP
DN
UP
CO
CO
CO
CO
MH
CO
CO
MH
NGRAPHIC SCALE: 1"=40'-0"
120'80'40'020'40' CG101
M
M A
Y E
R
B
B
ID
D L E
GENERAL DEMOLITION NOTES
J L
O C
K
O V
E R
A L L G
R A
D
IN
G P
L A
N
TO PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING.
CONTRACTOR SHALL PROVIDE BACKFILL AS NECESSARY 5.
PROTECT EXISTING TREES DURING CONSTRUCTION.
CONTRACTOR SHALL TAKE ALL MEANS NECESSARY TO 4.
THAN 6 FEET.
SHALL HAVE THE LIMBS PRUNED TO A HEIGHT NO LESS
BUILDING SHALL BE REMOVED. ALL TREES THAT REMAIN
ALL TREES AND SHRUBS WITHIN 20 FEET OF THE 3.
MDL STANDARDS.
WITH ADEQUATE BACKFILL AND SEED ACCORDING TO JB
HOLES THAT MAY OCCUR DURING THE SITE DEMOLITION
CONTRACTOR SHALL BACKFILL ANY DEPRESSIONS OR 2.
ACTIVITIES.
SIDEWALKS THAT OCCUR DUE TO CONSTRUCTION
CONTRACTOR SHALL REPLACE ANY DAMAGED 1.
CG111
CG112
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C G
.d g n
A N
S I
D
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K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
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E
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
A
M A
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D B
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D A
T E
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®of Engineers
US Army Corps
C A
T E
G O
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O D
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S C
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PHASE 1 SUBMITTAL
M A
Y
ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
R
_P la ns -0
R R
A
C O
T T A
R R
A
C O
T T
A
P
STORM MH
RIM=132.41
INV=126.021(6")1
INV=126.18(6")2
INV=126.03(6")3
STORM MH
RIM=131.56
INV=XXXXX
EM
GV
A
IT
PAVEMENT
CONCRETE
PAD
CONCRETE
PAD
F R
E E
Z E
R
MH
MH
CONCRETE
PAD
ALABAMA AVENUE
STEP
SIDEWALK SIDEWALKSIDEWALK
P A
V
IV
E W
A Y
P A
V
IV
E W
A Y
P A
V
IV
E W
A Y
CONC.
GRASSGRASS
GRASS GRASS
GRASS
S
ID
E W
A L
K
DY
H
S
GM
P A
V E
M E
N T
S
EM
DY
H
AREA
CONCRETE
COVERED
MTL. DOOR
C O
N C
S T E
P
S T E
P
S T E
P
S T E
P
W A
L L
W A
L L
W A
L L
C/O
CONC.
P A
V E
M E
N T
MTL. DOOR
ROOF DRAIN
TYPICAL
ELECTRIC
BOX
ELECTRIC
BOX
BOLLARDS
TYPICAL
PAVEMENT
DOCK
LOADING
CONC.
OPEN
TO BELOW
EL=124.04
P O
R C
H
P O
R C
H
P O
R C
H
P O
R C
H
P O
R C
H
SANITARY MH
RIM=131.11
INV=127.80
8" TERRA-COTTA
C
SANITARY MH
RIM=132.71
INV=126.64(8")E
INV=126.31(10")W
INV=126.24(10")S
STORM MH
RIM=131.51
INV=124.04(12")S
INV=118.51(24")E
INV=118.84(24")W
10" PVC
24" RCP
24" RCP21" RCP
P
STORM MH
RIM=132.28
INV=128.83(12")1
INV=125.68(12")2
INV=119.82(21")3
INV=119.56(24")4
STORM MH
RIM=132.33
INV=129.38
STORM MH
RIM=132.39
INV=XXXX
21" RCP
P
STORM MH
RIM=133.23
INV=125.96(12")1
INV=120.62(21")2
INV=120.56(21")3
STORM MH???
6" TERRA-COTTA
TE
R R
A
C O
TT
A
R R
A
C O
T T A
6"T.C.
OPEN
TO BELOW
EL=124.75
COVERED AREA
FOR PICNIC TABLE
2 3
UP#JC61276
UP#JC61275
UP#JC61277
R E
F R
IG
GM
C O
N C
CONC.
C O
N C
CONC. CURB
CONC. CURB
C O
N C
C U
R B
C O
N C
C U
R B
C O
N C
C U
R B
CONC. BELOW
EL=126.48
CONC. BELOW
EL=125.72
CONC.
CONC.
BUILDING
BUILDING
BUILDING
ACCESS
CRAWLSPACE
6" TERRA-COTTA
R R
A
C O
T T A
P
STORM MH
RIM=133.12
INV=127.07(6")1
INV=127.77(6")2
INV=126.76(6")3
INV=126.72(6")4
INV=126.71(12")5
P
P
P
12" RCP
P
D
D
D
D D
D
RAMP
R A
M P
DN
UP
DN
UP
CO
CO
MH
N
CG111
M
M A
Y E
R
B
B
ID
D L E
SHEET KEYNOTES
GRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
J L
O C
K
G R
A D
IN
G P
L A
N
FILL EXISTING WINDOW WELL.6.
SUMP PUMP.
REPLACE STAIRWELL DRAIN, ASSOCIATED PIPING AND 5.
PAVEMENT WHERE REMOVED FOR TRENCH.
PROVIDE STORM DRAIN LINE. REPLACE EXISTING 4.
PROVIDE STORM DRAIN MANHOLE.3.
PROVIDE ROOF DRAIN LATERAL.2.
PROVIDE DOWNSPOUT BOOT WITH CLEANOUT.1.
U .S
A R
M Y C
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P S O
F E
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E
SHEET ID
F
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B
C
D
E
F
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2 3 4 5 6 7 8 9 10
S O
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N N
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G B
A R
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B U
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PHASE 1 SUBMITTAL
M A
Y
ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
R
_P la ns -0
INV=126.021(6")1
INV=126.18(6")2
INV=126.03(6")3
INV=125.84(12")4
INV=125.79(12")5
P
C
6" TERRA-COTTA
STORM MH
RIM=131.61
INV=124.63(8")1
INV=124.56(10")2
INV=XXXX(6")3
INV=XXX(6")4
6" TERRA-COTTA
T E R
R A
C O T T A
T E R
R A
C O
T T A
T E R
R A
C O
T T A
6" TERRA-COTTA 6" TERRA-COTTA
T E R
R A
C O T T A
R R
A
C O
T T A
STORM MH
RIM=132.95
INV=128.54(6")1
INV=128.50(6")2,3,4
INV=128.40(6")5
INV=128.43(6")6
INV=128.23(12")7
CRAWLSPACE
ACCESS
PAVEMENT
B U
IL
D
IN
G
B U
IL
D
IN
G
B U
IL
D
IN
GS
ID
E W
A L
K
S
ID
E W
A L
K
S
ID
E W
A L
K
S
ID
E W
A L
K
S
ID
E W
A L
K
D D
PAVEMENT
MH
S T E
P
S T E
P
S T E
P
S T E
P
.8
.0
.9
P O
R C
H
ROOF DRAIN
TYPICAL
P O
R C
H
P O
R C
H
P O
R C
H
P O
R C
H
STORM MH???
RIM=133.85
INV=129.85(6")1
INV=129.65(6")2
INV=129.50(10")3
D
6"T.C.
6"T.C.
P
V C
WINDOW
WELL
TYPICAL
CONC. PAD
FOR PICNIC TABLE
GRASS
GRASS
GRASS
GRASS
G R
A S
S
G R
A S
S
G R
A S
S
G R
A S
S
G R
A S
S
EL=133.10
1 2
AREA
CONCRETE
COVERED
BASKETBALL
D
P
C
P P
P
D
WV
DY
H
DY
H
WV
CO
CO
CO
MH
CO
CO
N
CG112
M
M A
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R
B
B
ID
D L E
SHEET KEYNOTES
GRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
J L
O C
K
G R
A D
IN
G P
L A
N
3 4
FILL EXISTING WINDOW WELL.5.
PROVIDE STORM DRAIN LINE.4.
PROVIDE STORM DRAIN MANHOLE.3.
PROVIDE ROOF DRAIN LATERAL.2.
PROVIDE DOWNSPOUT BOOT WITH CLEANOUT.1.
5 5
U .S
A R
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F E
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2 3 4 5 6 7 8 9 10
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PHASE 1 SUBMITTAL
M A
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ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
R
_P la ns -0
T E R
R A
C O
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6" TERRA-COTTA
R R
A
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WINDOW WELL,
TYPICAL
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ACCESS
WV
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PAVEMENT
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PAVEMENT
CONCRETE
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PAD
CONCRETE
PAD
R E
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X
S
E N
U E
ALABAMA AVENUE
REFRIG.
FREEZER
FREEZER
STEP
C O
N C
CONC.
SIDEWALK SIDEWALKSIDEWALKSIDEWALK
P A
V
IV
E W
A Y
P A
V
IV
E W
A Y
P A
V
IV
E W
A Y
CONC.
GRASSGRASSGRASS
GRASS
GRASS GRASS
GRASS
S
ID
E W
A L
K
HTR.
DY
H
GM
P A
V E
M E
N T
EM
DY
H
AREA
CONCRETE
COVERED
MTL. DOOR
C O
N C
S T E
P S
T E
P
S T E
P S
T E
P
S T E
P S
T E
P
S T E
P S
T E
P
S T E
P S
T E
P
W A
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W A
L L
W A
L L
W A
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W A
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SERVICE
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MTL. DOOR
.2
.8
.0
.9
CONC.
P O
R C
H
P A
V E
M E
N T
MTL. DOOR
ELECTRIC
BOX
ELECTRIC
BOX
ELETRIC
BOX
BOLLARDS
TYPICAL
PAVEMENT
DOCK
LOADING
CONC.
OPEN
TO BELOW
EL=124.04
W A
L L
P O
R C
H
P O
R C
H P
O R
C H
P O
R C
H
P O
R C
H P
O R
C H
P O
R C
H P
O R
C H
P O
R C
H P
O R
C H
P O
R C
H
OPEN
TO BELOW
EL=124.75
OPEN TO BELOW
EL=125.20
WINDOW
WELL
TYPICAL
COVERED AREA
FOR PICNIC TABLE
CONC. PAD
FOR PICNIC TABLE
GRASS
GRASS
GRASS
GRASS
G R
A S
S
G R
A S
S
G R
A S
S
G R
A S
S
G R
A S
S
G R
A S
S
UP#JC61276
UP#JC61275
UP#JC61274
UP#JC61273
UP#JC61277
AREA
CONCRETE
COVERED
R E
F R
IG
GMGM
BASKETBALL
FLUE
PIPE
C O
N C
CONC.
C O
N C
CONC. CURB
CONC. CURB
C O
N C
C U
R B
C O
N C
C U
R B
C O
N C
C U
R B
CONC. BELOW
EL=126.48
CONC. BELOW
EL=125.72
CONC. BELOW
EL=126.90
CONC.
CONC. CONC.
GREASE
INTERCEPTOR
BUILDING
BUILDING
BUILDING
ACCESS
CRAWLSPACE
TE
R R
A
C O
TT
A
WV
DY
H
DY
H
WV
RAMP
R A
M P
DN
UP
DN
UP
DN
UP
U .S
A R
M Y C
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P S O
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S .d g n
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SHEET ID
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B
C
D
E
F
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2 3 4 5 6 7 8 9 10
S O
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IC
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N N
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D B
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M A
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G J
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B U
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PHASE 1 SUBMITTAL
M A
Y
T
N
90'60'30'015'30'
GRAPHIC SCALE: 1"=30'-0"
SITE ELECTRICAL PLAN
SCALE: 1"=30'
SHEET KEYNOTES
LEGEND
(609) 562-5736
BARBARA FOLK
ASA DIX BASE COMMUNICATIONS
:COMMUNICATIONS UTILITY
370-7273(732)
MIKE BROWNFIELD
JCP&L
:ELECTRICAL UTILITY
T
UNDERGROUND SECONDARY
UNDERGROUND PRIMARY
TRANSFOMER
UP
US
ES100
A
D A
V
IS
T R
A N
S
IE
N T B
A R
R A
C K
S
S
IT
E E
L E
C T
R
IC
A L P
L A
N
T
M
IZ
E
POWER.
PRIMARY ELECTRICAL
WITH EXISTING
EXISTING POWER POLE
MHC2
EXACT LOCATION WITH COMCAST.
CONNECTION (POC). CONTRACTOR TO COORDINATE
APPROXIMATE LOCATION FOR CATV POINT OF 6.
BASEMENT WITH NEW ELECTRICAL SERVICE EQUIPMENT.
APPROXIMATE LOCATION OF MAIN ELECTRICAL ROOM IN 5.
NEW SECONDARY SERVICE.4.
NEW UNDERGROUND PRIMARY ELECTRICAL SERVICE.3.
JCP&L (ELECTRICAL UTILITY)
TRANSFORMERS TO BE DEMOLISHED AND REPLACED BY
REPLACED BY CONTRACTOR, AND EXISTING
TRANSFORMER PADS TO BE DEMOLISHED AND
TRANSFORMER AND TRANSFORMER PADS: EXISTING 2.
ROOM.
NEW PATHWAY TO LOCATION OF NEW COMMUNICATIONS
DEMOLISHED AND REPLACED BY CONTRACTOR. EXTEND
SERVICES FROM MHC2 TO BUILDINGS 5502 WILL BE
EXISTING COPPER AND FIBER OPTIC COMMUNICATIONS 1.
J
W E
D E
L
ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
R
_P la ns -0
B005
B003 B002
B001
B004
UP
UP
U .S
A R
M Y C
O R
P S O
F E
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IN
E E
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H -1
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2 3 4 5 6 7 8 9 10
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PHASE 1 SUBMITTAL
M A
Y
GENERAL NOTES
EACH MATERIAL
HAZARDOUS MATERIAL REPORT FOR QUANTITIES OF
TO REVIEW SPECIFICATIONS AND ATTACHMENT P -
LOCATION OF MATERIAL THAT WAS TESTED.CONTRACTOR
THE HAZRDOUS MATERIAL DRAWINGS ARE TO BE USED FOR
COE REPRESENTATIVE.
CONTRACTOR TO BRING IT TO THE ATTENTION OF
IF ADDITIONAL HAZARDOUS MATERIAL IS FOUND,
WITH REMOVAL.
AND HAZARDOUS MATERIAL EXTENTS PRIOR TO COMMENCING
CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS
3.
2.
1.
TAG NOTES
HAZARDOUS MATERIAL
EXTERIOR DOOR CAULK
EXTERIOR WINDOW CAULK
(BOTTOM LAYER) 12" X 12" VINYL FLOOR TILE.
MASTIC ASSOCIATED W/ GREEN 12" X 12"
GREEN 12" X 12" (BOTTOM LAYER) VINYL FLOOR TILE.
12" X 12" VINYL FLOOR TILE.
MASTIC ASSOCIATED W/ GRAY (BOTTOM LAYER)
GRAY (BOTTOM LAYER) VINYL FLOOR TILE.
12" X 12" VINYL FLOOR TILE.
MASTIC ASSOCIATED W/ GREEN (BOTTOM LAYER)
GREEN (BOTTOM LAYER) VINYL FLOOR TILE.
12" X 12" VINYL FLOOR TILE.
MASTIC ASSOCIATED W/ BOTTOM LAYER OF
NOTE: NOT ALL TAG NOTES ARE USED ON THIS SHEET.
SCALE: 1/16" = 1'-0"
48'32'16'08'16'
"=1'-0"16
1GRAPHIC SCALE:
H-100
H-100
T R
A N
S
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N T B
A R
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STORAGE
CRAWLSPACE
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L P
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N
COMPOSITE BASEMENT HAZADOUS MATERIAL PLAN
N
M
B A
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ARIMS: 200A Disposition: Maintain for 15yrs after construction
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US Army Corps
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PHASE 1 SUBMITTAL
M A
Y
GENERAL NOTES
EACH MATERIAL
HAZARDOUS MATERIAL REPORT FOR QUANTITIES OF
TO REVIEW SPECIFICATIONS AND ATTACHMENT P -
LOCATION OF MATERIAL THAT WAS TESTED.CONTRACTOR
THE HAZRDOUS MATERIAL DRAWINGS ARE TO BE USED FOR
COE REPRESENTATIVE.
CONTRACTOR TO BRING IT TO THE ATTENTION OF
IF ADDITIONAL HAZARDOUS MATERIAL IS FOUND,
WITH REMOVAL.
AND HAZARDOUS MATERIAL EXTENTS PRIOR TO COMMENCING
CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS
3.
2.
1.
TAG NOTES
HAZARDOUS MATERIAL
EXTERIOR DOOR CAULK
EXTERIOR WINDOW CAULK
(BOTTOM LAYER) 12" X 12" VINYL FLOOR TILE.
MASTIC ASSOCIATED W/ GREEN 12" X 12"
GREEN 12" X 12" (BOTTOM LAYER) VINYL FLOOR TILE.
12" X 12" VINYL FLOOR TILE.
MASTIC ASSOCIATED W/ GRAY (BOTTOM LAYER)
GRAY (BOTTOM LAYER) VINYL FLOOR TILE.
12" X 12" VINYL FLOOR TILE.
MASTIC ASSOCIATED W/ GREEN (BOTTOM LAYER)
GREEN (BOTTOM LAYER) VINYL FLOOR TILE.
12" X 12" VINYL FLOOR TILE.
MASTIC ASSOCIATED W/ BOTTOM LAYER OF
NOTE: NOT ALL TAG NOTES ARE USED ON THIS SHEET.
SCALE: 1/16" = 1'-0"
48'32'16'08'16'
H-110
H-110
T R
A N
S
IE
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L P
L A
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COMPOSITE FIRST FLOOR HAZARDOUS MATERIAL PLAN
M
B A
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T
8 9
N
1 1 1
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G B
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D
IN
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PHASE 1 SUBMITTAL
M A
Y
GENERAL NOTES
EACH MATERIAL
HAZARDOUS MATERIAL REPORT FOR QUANTITIES OF
TO REVIEW SPECIFICATIONS AND ATTACHMENT P -
LOCATION OF MATERIAL THAT WAS TESTED.CONTRACTOR
THE HAZRDOUS MATERIAL DRAWINGS ARE TO BE USED FOR
COE REPRESENTATIVE.
CONTRACTOR TO BRING IT TO THE ATTENTION OF
IF ADDITIONAL HAZARDOUS MATERIAL IS FOUND,
WITH REMOVAL.
AND HAZARDOUS MATERIAL EXTENTS PRIOR TO COMMENCING
CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS
3.
2.
1.
TAG NOTES
HAZARDOUS MATERIAL
EXTERIOR DOOR CAULK
EXTERIOR WINDOW CAULK
(BOTTOM LAYER) 12" X 12" VINYL FLOOR TILE.
MASTIC ASSOCIATED W/ GREEN 12" X 12"
GREEN 12" X 12" (BOTTOM LAYER) VINYL FLOOR TILE.
12" X 12" VINYL FLOOR TILE.
MASTIC ASSOCIATED W/ GRAY (BOTTOM LAYER)
GRAY (BOTTOM LAYER) VINYL FLOOR TILE.
12" X 12" VINYL FLOOR TILE.
MASTIC ASSOCIATED W/ GREEN (BOTTOM LAYER)
GREEN (BOTTOM LAYER) VINYL FLOOR TILE.
12" X 12" VINYL FLOOR TILE.
MASTIC ASSOCIATED W/ BOTTOM LAYER OF
NOTE: NOT ALL TAG NOTES ARE USED ON THIS SHEET.
SCALE: 1/16" = 1'-0"
48'32'16'08'16'
H-120
H-120
T R
A N
S
IE
N T B
A R
R A
C K
S
R P
R O
C T
O R
R P
R O
C T
O R
N
SECOND FLOOR HAZARDOUS MATERIAL PLAN
S E
C O
N D F
L O
O R…
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