bulletin #2 · p.b. 2/270 & p.b. 1/50 old field lane (60' public r/w) p.b. 3/108 solomons...
TRANSCRIPT
Prince Frederick Fire Station September 17, 2019
Page 1 of 1
BULLETIN #2 Prince Frederick Fire Station– Drawing Revisions to 100% CD Set 9/17/2019 This bulletin is hereby made a part of the Contract Documents on which the General Contract is based, and is issued to modify, explain or correct the original drawings and/or specifications. The General Contractor shall properly apprise all sub-contractors of the contents of this Bulletin. All revisions are listed below. Action Revised route and location of gas meter at North East corner of building. Additional noting at the equipment pad area has been provided for clarification of equipment placement. Attachments 3 of 18 – Proposed Site Plan Detail SK2.1 – Equipment Pad Area Detail E0.1 – Electrical Site Plan E2.1 – Electrical First Floor Plan P1.0 – Foundation Plan – Plumbing P1.1 – First Floor plan – Plumbing P1.2 – Second Floor Plan – Plumbing P1.3 – Roof Plan – Plumbing P4.1 – Plumbing Riser Diagrams Affected Documents: Sheet Description 3 of 18 Revised route and location of gas meter at North East corner of building. (Delta 1 tag revision at south side of building addressed in Bulletin 1.) A1.12 Revised location of gas meter shown. Additional noting and dimensions at equipment pad shown for
clarification. (Ref: SK2.1) E0.1 Revised location of gas meter at North East corner of building. Additional noting added for clarification. E2.1 Revised location of electrical equipment to adjust for gas meter relocation. P1.0 Revised location of gas meter at North East corner of building. P1.1 Revised location of gas meter at North East corner of building. P1.1 Revised location of gas meter at North East corner of building. P1.2 Provided sizes for gas lines P1.3 Provided sizes for gas lines P4.1 Revised gas riser diagram. Line sizes adjusted. Connection to generator shown.
END OF BULLETIN NUMBER 2.
4' - 0"
7' -
9"
20' -
0"
5' - 0" 10' - 0"
EQUIPMENT PAD. EQUIPMENT TO BE CENTERED ON PAD. COORDINATE WITH CIVIL & MEP
4' -
0"
2' - 6"
GAS METER, SEE MEP
EQUIPMENT SCREEN
17' - 0"
27' -
6"
14' - 0"3' - 6"
2
6' -
0"
UTILITY CT CAB , SEE ELECTRICAL
RELOCATED ATS
CIRCUT BREAKER, SEE ELEC.
3' -
9"
3' -
9"
16' -
8"
DS BOOT, SEE PLUMBING
Annapolis, MD
SCALE:
Project No:
Date:
1/8" = 1'-0"PRINCE FREDERICK VOLUNTEERFIRE STATION SK 2.1
EQUIPMENT PAD AREA 17032
9/17/19
1/8" = 1'-0"1 EQUIPMENT ENCLOSURE PLAN
REFERENCE SHEET 1/A1.12
116
D
U
M
P
S
T
E
R
P
A
D
PIPE IN STREAM
PRINCE FREDERICK VILLAS, PHASE TWOLIBER B.J.S. 1/50
PLAT TWOSOUTHGATE
LIBER KPS 2/270
PLAT OF CORRECTIONLOTS 1, 2, & 3
COMMERCIAL SUBDIVISIONDUKE STREET COMMONS
LIBER A.B.E. 3/108 OLD FIELD INN COMMONSCOMMMERCIAL CONDOMINIUM
LIBER KPS 4/244
MERRIMAC COURT
X
EX. WETLANDS
EX. FIRE STATION1 STORY BUILDINGTO BE REMOVED
2 STORYBUILDING
TO BEREMOVED
C/W
GRASS
SD
FLAGPOLE
STONE
STONE CONCRETE
CONC. PAD W/ A/C UNITS
CONCRETE
EX. BITUMINOUS PAVING (TO BE REMOVED)
GRASS
SD
SD
SD
SD18" CMP
SDSD
SDSD
SDSD
SDSD
N
3
1
6
,
8
0
0
E
1
,
4
3
1
,
8
5
0
FALCON LLC1997/411
CONSERVATION OPEN SPACE "B"
11
10
9
OPEN SPACE B
15' SEWER R-W
/EASEMENT
J.L.B. 13
9/214
FP
FP
FPFP
FP
FP
FP
FP
FP
FP
FP
FP
FP
10' WIDE AMENITIES EASEMENT (K.P.S. 2170/247)
25' W
ETLA
NDS
BUFF
ER (K
.P.S
. 241
1/228
)
FRA LINE
15' SEWER EASEMENT A.B.E. 227/458
NON-TIDALWETLANDS
REFORESTATION AREA
CALVERT COUNTY VFD INCPART OF LIBER 87 FOLIO 21
TAX MAP 24 GRID 16 PARCEL 29457,086 S.F. OR 1.3105 AC.±
15' SEWER ESM'T 1
39/525
CALVERT COUNTY VFD INCPART OF LIBER 87 FOLIO 21
TAX MAP 24 GRID 16 PARCEL 29441,403 S.F. OR 0.9505 AC.±
THE SURVEYED PREMISES.****
EX. 50' COUNTYWETLANDS BUFFER
20' SETBACK
35' SETBACK
35' S
ETBA
CK
SHA DOT BOX
DRAINAGE AND UTILITYEASEMENT
S.R.C. PLAT 8530 744149
HANDHOLE
DEPR. CURB
CONC. CURB DEPR. CURB
DEPR. CURB DEPR. CURBADA CAUTION STRIPADA CAUTION STRIP
ADA CAUTION STRIP
FORESTRETENTION
AREA
MAST ARM POLETRAFFIC LIGHT
HANDHOLE
24" RCP
TRANSFORMERPAD
CONTROLLER CABINETON CONC. PAD
DEPRESSED CURB(TO BE REMOVED)
CONC. PAD W/GENERATOR
(TBR)
OUTDOOR FUELSTORAGE
(TO BE REMOVED)
DUMPSTERENCLOSURE
(TO BE REMOVED)
STORAGE SHED(TO BE REMOVED)
DEPRESSED CURB(TO BE REMOVED)
CONC. CURB(TO BE REMOVED)
GUARD RAIL
WETLANDSBUFFER
EX. BRICK INLET #1(NO GRATE)
TBR
WETLANDSBUFFER
FORESTRETENTION
AREA 'D'
FORESTRETENTION
AREA 'A'
15' SEWER ESMT(A.B.E. 227/453)
NON-TIDALWETLANDS AND 100
YR. FLOOD PLAIN
APPROX. LIMIT OF SHA PERPETUALESMT. (DIGITIZED FROM PLAT 2/270) (NO
REFERENCE PROVIDED AND NOT SHOWNON S.H.A. PLATS 55789, 44149 OR 8530)
APPARENT OVERLAPP.B. 2/270 & P.B. 1/50
OLD FIELD LANE(60' PUBLIC R/W)
P.B. 3/108
SOLOMONS ISLAND ROAD MD. ROUTE 2/4SHA RIGHT OF W
AYS.R.C. PLATS #44149 & #55789
ADA CAUTION STRIP
DENIED VEHICULAR ACCESS PER S.H.A.
CALVERT COUNTY VFD INCLIBER 29 FOLIO 420
TAX MAP 24 GRID 16 PARCEL 29494,891 S.F. OR 2.1784 AC.±
RIPR
AP
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
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SDSD
SDSD
SDSD
SDSD
18" C
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EX. WETLANDS 10'
BUILDING SETBACK
STRE
AM BU
FFER
SB
SB
SB
SB
SB
SB
SB SBSB
SBSB
SBSB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB SB SB SB
SB
SB
SB
SB
SB
STREAM BUFFER
EX. S
TREA
M
STREAM BUFFER 10'
BUILDING SETBACK
N
3
1
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0
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1
,
4
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57.05'
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30.38'
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30.5
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N
46°19'13"W
37.59'
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7
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2
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8
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N36°23'45"E 162.83'
S47°22'35"E
57.15'
S33°49'04"W 201.94'
R=
29
04
.7
9'
L=
27
1.0
0'
CH
D.=
N5
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9'2
7"W
27
0.9
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9
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W
7
8
.1
7
'
N32°50'13"E 410.66'
SD
WIDENING STRIP D
(2/270)
S
3
7
°
3
3
'2
6
"E
2
8
1
.9
4
'
EX. WETLANDS
EX. 50' COUNTY
WETLANDS BUFFER
CONCRETE(TO BE REMOVED)
SHED(TBR)
SHED(TBR)
BM-1
BM-2
U
b
H
S
G
"
D
"
D
o
G
H
S
G
"
A
"
D
o
G
H
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H
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A
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XX
X
X
X
Ub H
SG
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"
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SG
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"
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H
SG
"A
"
IwD
HS
G "
A"
Ub H
SG
"D
"
LIMIT OF SHARIGHT-OF-WAY
RIPRAP
12
16
17
18
7
6
116.22
116.67
117.21
117.80117.92
117.11
116.50
116.12116.04
116.73
117.17
118.03118.15
117.29
116.95
116.24
115.74114.81
117.08116.20
117.16
117.06117.16
117.11117.16116.79
114.19114.17
114.76114.82
115.58115.65115.97
116.04116.23116.29
116.19116.05
116.32
116.04
116.26
115.86115.77
113.41
113.46
113.67
114.83SIGN-SP /RT TURN/116.97
117.66
116.78
SIGN-SP /30MPH/
113.18
112.72
119.36119.28119.26
115.10SD-IN .
114.96SD-IN
115.00SD-IN
115.15SD-IN CLS
ST
EX. STORMDRAIN MANHOLE
RIM=115.10
114.46
113.84
EX. 25"
EX. 26"TBR
EX. 50" /ST 2/
EX. 38" /ST 1/
115.38115.48115.82
115.84115.88
115.63115.75 115.70 115.69
115.44 115.44115.30
115.26
LP (TBR)LP (TBR)
LP (TBR)
112.66
114.14115.48115.93 116.07
116.78
117.11
116.94
117.24
116.69
116.72
117.52115.76
114.77
115.20
115.41
115.26
115.17
115.04115.06 114.99
115.15
114.99
115.13
114.69114.60
114.45114.40
114.35114.49
114.02
113.87113.07114.73
114.07 115.27
114.69
115.38115.10
115.25
115.61
115.84115.07115.07
115.72115.72
115.19
115.21115.19
114.92115.05
114.92
115.36
114.78
115.74
IRON BARW/CAPFOUND
IRON BARW/CAPFOUND
IRON BARW/CAPFOUND
116.50CB-FL
114.89SD CMP18
117.67CB-FL PC
118.40CB-FL
EX. GUY WIRE
EX. UTILITY POLE#300037STREET SIGN
114.88SD RCP24
116.73116.72116.80
117.21
117.42117.67
118.21118.12
117.41
116.65116.84
EX. WATERVALVE
119.12
EX. 8"
118.79
119.36119.47118.80CB-FL
118.60CB-FL PC
119.05GM
EX. GASVALVE
119.19
119.38
118.50
118.96
118.94
118.79
118.56
118.27 118.02118.06
117.91118.36
117.70117.45
119.19119.21
117.68 118.11
117.87117.30
117.76EX. 18"
117.87118.04
118.25
118.08
117.58
116.83
116.38
116.04116.05116.00
116.66115.97
115.29
117.95
119.23
119.53
120.12
119.39
117.73LEFT TURN SIGN
NO THRU TRAFFIC SIGN
117.34CB-FL /8IN/
117.24CB-FL
NO THRU TRAFFIC SIGNC/O
C/O
116.58
117.40
118.66
119.28
119.81
118.81
EX. 14"TBR
118.25117.61
117.54117.58117.23116.97116.77 116.68
116.96 116.67116.74
116.22116.15
116.30EX. UTILITY POLE 116.07
116.03
115.29
115.25
115.64
115.79
117.28117.19117.38
115.95CB-FL
BIKE LANE SIGN
117.45117.68
118.70
118.50 118.46
118.18117.93
117.97 117.53
118.32
117.49117.28
117.32117.33
118.52
118.37
118.25
116.76CB-FL PT
116.36CB-FL
115.98CB-FL + SD-IN .
ST
EX. STORMDRAIN MANHOLERIM=116.80
IRON BARW/CAPFOUND
DO NOT STOP SIGN
118.42
118.46
118.45
118.81
118.88
C/O
114.02CB-FL +
114.08
113.93113.93
115.23
115.37
115.56
115.66
112.15SD CMP18 113.49
112.86
112.36
111.92
112.02112.85
HOSPITAL SIGN
113.41
114.03
114.87
115.70116.37
117.27
117.13
117.54
117.28
119.72
120.28
119.41
119.39
118.14
117.00
C/O
EX. SEWERMANHOLERIM=88.34
84.04
83.94
84.34
84.49
85.47
84.41
85.10 86.0386.65
85.02 85.3085.54
85.94
86.28
86.89
87.39
88.11
87.93
85.38
84.73
84.31
86.33
86.90
87.17
87.28
86.91
92.06
91.46
89.32
87.56
86.78
85.54
85.39
87.5387.49SD CMP18
87.15
86.18
86.90SD RCP48
87.5587.44
88.06 87.81
88.0787.90
C/O
EX. SEWERMANHOLEINV=81.99RIM=98.09
91.04
95.22
99.91
105.53110.77
SD HDPE18
110.69
PROPOSEDGENERATOR AND
TRANSFORMERPAD
25
.0
0'
18
.0
0'
25.00'
NAIL FOUND
IRON BARW/CAPFOUND
112.56
113.56
114.33
115.33
116.14
117.41
118.54
118.93 118.69 118.36 117.94 117.55 117.01116.54
115.43
114.53
SS SS SS
SS
SS
SS
SS
SS
SS
SS
SS
WW
WW
WW
WW
WW
WW
WW
WW
W
6
"
H
D
P
E
E
E
E
E E E E E E
GG
G
E E EE
OH
OH
OH
OH
OH
DS-20DS-21
DS-19
DS-18 DS-17
DS-13
DS-14
DS-21 DS-19
DS-22
DS-22
2
5
.
0
0
'
7
PROPOSED BLDG
FFE = 118.90
116
118
1
1
6
1
1
8
15
EX. FIREHYDRANT
118.99
119.12 119.21 119.28 118.91
EX. GASVALVE
U-LP
110.52SD-INV 18 HDPE
G G G G G G G G G G G G G
TT
TT
TT
TT
T
TT T
T
T
TT
C/O
EX. SEWERCLEANOUTINV=90.58
100
8486
118
118
116
114
116120
118
120
110
100
90
110
100 90
90
110
90
100
110
100
110
110
100
90
110
100
9090
100
100
100
110
100
90
100
100
110
116
114
110
112
116
118
120
120
122
124
120
112
114
122
124
WM
6" W
118
1
1
8
C.O. #5
C.O. #4
C.O.
#2
6"
H
D
PE
116
118
118
6" SHC
4.00'
CRZ
CRZ
CRZ
CRZ
CRZ
CRZ
CRZ
CRZCRZ
CRZ
CRZ
CRZ
CRZCRZ
CRZ
CRZ
CRZ
CRZ CRZ
CRZ
CRZ
CRZ
CRZ
CRZ
CRZ
CRZCRZ
CRZ
CRZCRZ
CRZ
CRZ
CRZCRZ
CRZ
FDC
EXTEND EX. 18" CMP PIPE 10'
TT
TT
T
TEST PIT FOR
FIBER OPTIC LINE
T T T T T T T T T T T T T
TEST PIT FOR
FIBER OPTIC LINE
SB-5
(PVMT/
SWM)
SB-6
(SWM)
SB-4
(PVMT)
SB-3
(PVMT)
SB-2
(PVMT)
SB-1
(PVMT/
SWM)
WB
WB
WB
WB
WB
WB
WB
WB
WB
WB
WB
WB
WB
WB
WB
WB WBWB
WB
WB
WB
6
"
H
D
P
E
1
1
6
116
114
PROP.
LP
PROP.
LP
PROP. LP
XX
PROP. 1,600 GAL
GREASE TRAP
PER CALVERT
CO. DTL. S 1.18
DS-17
MB #1 BOTTOM = 114.25
EX. 25' STATEWETLANDS BUFFER
R
1
0
.
0
'
(
T
Y
P
)
R
17.0'
R
4
7
.
0
'
R10.0'
PROP.
I-15
PROP.
I-18
C.O.
SGW #2
BOTTOM =
110.50
PROP. 4" WATER
METER PER CALVERT
CO. DTL. W 1.26
1
1
.
0
6
'
OBW
C.O.
PROP.
I-8
12" HDPE
ABANDON EXISTING SHC
FROM PROPOSED
CLEANOUT TO EX.
CLEANOUT IN EXISTING
ENTRANCE.
C/O
INV = 102.34
C.O.
#1
C.O.
PROP. FOREST
CONSERVATION
EASEMENT SIGN
116
R4.50'
(TYP)
R33.00'
9
.
0
0
'
(
T
Y
P
)
18
.0
0'
(T
YP
)
TC/BC: 118.90
START 140 LF OF TYPE S CURB
WITH REVERSE GUTTER PAN
ABANDON EXISTING SHC
FROM PROPOSED
CLEANOUT TO EX.
CLEANOUT IN EXISTING
ENTRANCE.
PROP. FOREST
CONSERVATION
EASEMENT SIGN
PROP.
I-16
2
5
.0
0
'
2
5
.
0
0
'
BC: 113.75
NOSE DOWN CURB
START 41 LF SHA CURB
START 35 LF OF SHA CURB
TIE INTO EX. CURB
START 496 LF OF TYPE D CURB.
TIE INTO EX. CURB.
START 44 LF OF TYPE S CURB
20 LF OF GUARDRAIL
END TYPE S CURB
TIE INTO EXISTING
END TYPE D CURB
TIE INTO EXISTING
112
PROP.
I-20
1
1
8
1
1
4
1' DEEP x 2.5' WIDE SWALE
WITH CLASS I RIPRAP 19"
THICK. TIE INTO EX. RIPRAP
TOP OF BERM
ELEV. = 113.00
112
PROP.
I-11
10" HDPE
1
2
"
H
D
P
E
1
0
"
H
D
P
E
1
5
"
H
D
P
E
6" H
DP
E
PROP.
MH-12
C.O.
#3
TOP OF BERM
ELEV. = 114.00
112
6"
H
D
PE
EMERGENCY SPILLWAY
WITH PERMANENT EROSION
CONTROL MATTING
ELEV. = 113.00
END OF TYPE S CURB
OBW
OBW
OBW
OBW
TYPE S CURB ALONG OLD
FIELD LANE AND TIE INTO
EXISTING CURB
SHA CURB TO MEET EX.
PAVEMENT GRADE
PROP. LP
PROP. 8" x 6" T.S. & V.
TO EX. WATERLINE
10' WIDE WEIR
ELEV. 112.00'
5.5' WIDE WEIR
ELEV. = 113.50
118
1
0
6
1
0
8
1
1
0
1
1
2
4
.
0
0
'
G G G G G G G G G G
2
1
1
3" WHC
4" X 3"
REDUCER
4
"
W
H
C
NA
D 8
3
3
PR
OP
OS
ED
S
IT
E P
LA
N
1" = 30'
PARKING SPACE SUMMARYBAY AREA AND MEETING ROOMS
CATEGORY D = 1 SPACE / 200 SQ. FT. ..................... 9,997 SQ. FT. = 50 SPACES
REMAINING APPLICABLE AREAS
CATEGORY B = 1 SPACE / 300 SQ. FT. ..................... 8,215 SQ. FT. = 28 SPACES
TWO PARKING SPACES PER BAY ................................................. 5 BAYS = 10 SPACES
TOTAL PARKING SPACES REQUIRED = 88 SPACES
TOTAL PARKING SPACES PROVIDED = 98 SPACES
IMPERVIOUS AREA SUMMARYEXISTING IMPERVIOUS ...................................................... 61,961 SQ. FT. OR 40.77%
PROPOSED IMPERVIOUS .................................................. 70,979 SQ. FT. OR 46.70%
DECEMBER, 2018
17-5965
BWH
PRINCE FREDERICK VFD
OF 18
AL
NA
FOR
Warning: This document is an instrument of professional
service prepared by Bay Engineering Inc. Alteration of this
document by any party other than Bay Engineering Inc. is a
violation of law that will be prosecuted to its fullest extent.
Copyright © 2018
Bay Engineering Inc.
All Rights Reserved.
Sheet No.
Drawn By
Job Number
Date
Scale
Approved By
Folder Reference
Desc
riptio
nRe
v. #
Date
Revis
ions
By
Bay En
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I hereby certify that these docum
ents w
ere
prepared or approved by m
e, and that I am
a duly
licensed professional engineer under the law
s of
the S
tate of M
aryland.
Annapolis, M
aryland 21401
410.897.9290
410.897.9295 fax
em
ail: info@
bayengineering.com
ww
w.bayengineering.com
2661 R
iva R
oad, B
uilding 800
Nelso
n Ar
ocho
1/11
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# 02-036126
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DEBRIS NOTETHE DEBRIS ON THE PROPERTY DOWNSLOPE OF THE EMBANKMENT TO THE
STREAM WILL BE REMOVED BY THE FIRE DEPARTMENT.
SEWER ABANDONMENT NOTETHE ABANDONED PIPE IS TO BE REMOVED OR FILLED WITH FLOWABLE FILL.
1N
A9/16/19
CH
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J
J
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S3
S3
1,3(EDP)
RELOCATED GENERATOR
CT
RELOCATED ATS
GENERATOR OUTPUT FEEDER
UTILITY TRANSFORMER
UTILITY SECONDARY DUCTBANK. SEE RISER DIAGRAM
S3
INSTALL POLE BASE IMMEDIATELY BEHIND CURB
INSTALL POLE BASE IMMEDIATELY BEHIND CURB
3(P2R)
1(P2R)
11(P2R)
S3
WIRE SIZE PER PANEL SCHEDULE
2#10, 1#10G, 1"C.
GE
WPG
WPG
WPG
WPG
83(E2L)
SIGN
E10
2#10, 1#10G, 1"C.
2#10, 1#10G, 1"C.
2#10, 1#10G, 1"C.
FUTURE SITE EQUIPMENT
400A ECB
2
These drawings are the property of the Architect. Bignell Watkins Hasser Architects P.C. Unauthorized reproduction for any purpose is an infringement upon copyright laws. Violators will be subject to prosecution by fullest extent of the law. Written dimensions on these drawings shall have precedence over scale dimensions. Contractors shall verify and be responsible for all dimensions and conditions on the job and this office must be notified of any variation from the dimensions and conditions shown by these drawings.
Client:
Location:
Project:
Drawn by:
Project No: Date:
Professional CertificationI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed engineer under the laws of the State of Maryland.License No. 45534 Expiration Date 06-03-20
ONE PARK PLACE SUITE 250 ANNAPOLIS, MARYLAND 21401
Maryland:MD Fax:
(301) 261-8228(410) 224-4443
Baltimore: (410) 841-6595Annapolis: (410) 224-2727
Website www.bigwaha.com
ARCHITECTCONTACT: GREG GILBERT, RA
MICHAEL MATULA
STRUCTURAL ENGINEERCENTURY ENGINEERING
10710 GILROY ROADHUNT VALLEY, MD 21031
TEL: (443) 589-2400CONTACT: RICHARD BEARD
MECHANICAL, ELECTRICAL& PLUMBING ENGINEER
CENTURY ENGINEERING
10710 GILROY ROADHUNT VALLEY, MD 21031
TEL: (443) 589-2400CONTACT:
ANDREW JUN - MECHANICAL/PLUMBINGMATT STEINER - ELECTRICAL
BAY ENGINEERING INC.
2661 RIVA ROAD ANNAPOLIS, MD 21401
TEL: (410) 897-9290CONTACT: NELSON AROCHO
ANNIE LUTTRELL
CIVIL ENGINEER
CALVERT COUNTRY - GENERALSERVICES DIVISION
450 SOLOMONS ISLAND ROADPRINCE FREDERICK, MD 20678
PRINCE FREDERICK VOLUNTEERFIRE STATION
E0.1
ELECTRICAL SITEPLAN
17032 1/25/19
BID /CONSTRUCTION
SP
1/16" = 1'-0"1
ELECTRICAL SITE PLAN
0 32 48 6416
GRAPHIC SCALE : 1/16"=1'-0"
PLANNORTH
TRUENORTH
ELECTRICAL SPECIFIC NOTE LEGEND
SPECIFICNOTE VALUE SPECIFIC NOTE TEXT
E10 PROVIDE 1" CONDUIT STUBBED UP AT FUTURE FLAGPOLE LOCATION.COORDINATE LOCATION WITH OWNER.
Revision Schedule
# Date Revision2 09/16/19 ASI #2
DW
ICE
W
DW D
W
D
TV
D D D DD
D D D D D
J
D
TV
CR
CR
CR
CR
J
J
TV
J
J
J
J
J
J
J
J
J
J
TV
J J J J J
J J J J J
J
J
J
CD
J
DIRTY SHOP
125
UTILITY ROOM
124
WOMEN
122
STORAGE
130
MEN
121
STAIR 1
S11
APPARATUSBAYS
123
OFFICE
110
CONF.
115
OFFICE
109
OFFICE
107
OFFICE
106
ELEV
DAYROOM/LOUNGE / DINING
117
FITNESS
116
MUSEUM
102
EVENT KITCHEN
119B
CUST
114
OFFICE
104
OFFICE
108
OFFICE
103
WATCH DESK
118
TOILET(OFFICER)
113
MAIN LOBBY
101
CORR
CORR
STAIR 2
S21
TOILET (VOL)
112
SCBA
126
PANTRY
120
CORR
C14
COMM/ DATA
111
CORR
C11
POLE 2
P21
WASH BAY
132
TABLE / CHAIRSTORAGE
127
LAUNDRY
128
PPE GEAR
131
G
G
G
G
G
G
G
E2.1
2
14-30
G
WPG
WPG
WPG
WPG
FCU-4
FCU-3
FCU-2
FCU-1
FCU-5
FCU-11
FCU-12
FCU-16
FCU-6
FCU-13
FCU-15
FCU-14
FCU-10
FCU-9
FCU-8A
FCU-7
STATION ALERT RACK (RECEPTS TO PANEL E2L) +72"
G
G
G
FCU-17
PROVIDE DUAL CHANNEL MULTI-OUTLET ASSEMBLY AT DESKTOP, OUTLETS 12" O.C., ALTERNATING CIRCUITS
STEAMCLEANER
CONNECT TO 3PH, 15HPSCBA STATION WITH STARTER, FURNISHED BY OWNER
E F
G H
I
CA
10
7.8
7
6.1
6
5
4
3
1
B
PONMLKJ
9
I.2 M.8
7.6
C.9C.3
2
D
H.1
4.4
4.9
5.5
I.1
8.7
F.2E.9
1.2
I.1A N.9
9.2
8
9.3
26(E2L)
10(E2L)14(E2L)
28(E2L)
27(E2L)
25(E2L)
8(E2L)
18(E2L)
15(E2L)
12(E2L)
22(E2LL)
9(E2L)
13(E2L)
11(E2L)
20(E2L)
21(E2L)
23(E2LL)
16(E2L)
2(E2R)
3(E2R)
WP
9(E2R)
EWH-2
EWH-1
BS-1
UH-1
FCU-8B
BS-7BS-6
BS-8 BS-9
7(E2R)
G
5(E2R)
22,24(P2R)
FCU-18
49(E2R)
26(E2R)
27(E2R)28(E2R)
29(E2R)
18,20(P2R)
19,21,23(EDP)
697173
75
30(E2R)
35(E2R)
33(E2R)
31(E2R)16(P2L)
VOL KITCHEN
119A
G77(E2L)
79,81(E2L)
ELEVATOR CONTROLLER (SEE DETAIL)
WPG
3(P2L)
WPG
4(P2L)
WPG
5(P2L)
WPG
6(P2L)
7(P2L)
PROVIDE JUNCTION BOX FOR BACKLIT SIGNAGE
+72"
8(P2L)
+72"
7(E2L)
ALERT BOARD
+36"+72"
E6.2
4
WPG WPG
5(P2R) 4(P2R)
+108"
ALERT BOARD
+108"
ALERT BOARD
WPG
6(P2R) WPG 8(P2R)
WPG
7(P2R)
WPG10(P2R)
34(E2R)
+108"
ALERT BOARD
+72"
15(P2L)
DH-1
43(E2R)
44(E2R)
45(E2R)
46(E2R)
14(E2LL)
U
U
U
U
15(E2LL)
16(E2LL)
+96"
+96"
+96"
+96"
+96"
+96"
+96"
+96"
WPG
14-3048,50(E2R)
20(P2L)
19(P2L)
51(E2R)
MULTI-OUTLET ASSEMBLY ABOVE COUNTER +42" , OUTLETS 24" O.C.
17(E2L)M 19(E2LL)
G20(E2LL)
+72"
24(E2L)
21(P2L) 22(P2L)
23(P2L)
G
G21(E2LL)
G G G
H
H
H
H
24(E2LL)
G
25(E2LL)
14-50
G
G
G
M
E1
E1
E1
24,26,28(P2L)
25,27(P2L)
12(P2R)
DRILL PRESS
WPG
WPG
WPG
9(P2R)
G
CONNECT TO GAS RANGE IGNITER
E1
31(P2L)
CONNECT TO GAS SOLENOID SHUTOFF VALVE
GENERATOR REMOTE ANNUNCIATOR PANEL
33(P2L)
RANGE HOOD CONTROL PANEL
E8
WPG
CT
RELOCATED ATS
M27(E2LL)G
m 28(E2LL)
+72"
m m m m m
m m m m m
83(E2R)81(E2R)
29(E2LL)
30(E2LL)
31(E2LL)
32(E2LL)33(E2LL)34(E2LL)35(E2LL)
36(E2LL)
EWH-3
E13
E13
E14
E14
E15E15E15E15E15
E15 E15E15 E15 E15
TOILET
129
L14-30
WPG
400A ECB
EF-1
5(E2RR)
3(E2RR)
4(E2R)
PROVIDE JUNCTION BOX FOR CONNECTION OF DESTRATIFICATION FANS CONTROL PANEL
PROVIDE JUNCTION BOX FOR CONNECTION OF VEHICLE EXHAUST CONTROL PANEL
FCU-35
BF-1
2
FACP FABP
MDP EDP
LTG CONT.
SPACE RESERVED FOR MISC ELEC EQUIPMENT
UTILITY ROOM
124
6(E2RR)
PROVIDE JUNCTION BOX FOR CONNECTION OF DRY PIPE SPRINKLER COMPRESSOR.
These drawings are the property of the Architect. Bignell Watkins Hasser Architects P.C. Unauthorized reproduction for any purpose is an infringement upon copyright laws. Violators will be subject to prosecution by fullest extent of the law. Written dimensions on these drawings shall have precedence over scale dimensions. Contractors shall verify and be responsible for all dimensions and conditions on the job and this office must be notified of any variation from the dimensions and conditions shown by these drawings.
Client:
Location:
Project:
Drawn by:
Project No: Date:
Professional CertificationI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed engineer under the laws of the State of Maryland.License No. 45534 Expiration Date 06-03-20
ONE PARK PLACE SUITE 250 ANNAPOLIS, MARYLAND 21401
Maryland:MD Fax:
(301) 261-8228(410) 224-4443
Baltimore: (410) 841-6595Annapolis: (410) 224-2727
Website www.bigwaha.com
ARCHITECTCONTACT: GREG GILBERT, RA
MICHAEL MATULA
STRUCTURAL ENGINEERCENTURY ENGINEERING
10710 GILROY ROADHUNT VALLEY, MD 21031
TEL: (443) 589-2400CONTACT: RICHARD BEARD
MECHANICAL, ELECTRICAL& PLUMBING ENGINEER
CENTURY ENGINEERING
10710 GILROY ROADHUNT VALLEY, MD 21031
TEL: (443) 589-2400CONTACT:
ANDREW JUN - MECHANICAL/PLUMBINGMATT STEINER - ELECTRICAL
BAY ENGINEERING INC.
2661 RIVA ROAD ANNAPOLIS, MD 21401
TEL: (410) 897-9290CONTACT: NELSON AROCHO
ANNIE LUTTRELL
CIVIL ENGINEER
CALVERT COUNTRY - GENERALSERVICES DIVISION
450 SOLOMONS ISLAND ROADPRINCE FREDERICK, MD 20678
PRINCE FREDERICK VOLUNTEERFIRE STATION
E2.1
FIRST FLOOR PLAN -POWER
17032 1/25/19
BID /CONSTRUCTION
SP
0 16 24 328
GRAPHIC SCALE : 1/8"=1'-0"
1/8" = 1'-0"1
FIRST FLOOR PLAN - POWER
PLANNORTH
TRUENORTH
0 8 12 164
GRAPHIC SCALE : 1/4"=1'-0"
1/4" = 1'-0"2
PART PLAN - UTILITY ROOM
ELECTRICAL SPECIFIC NOTE LEGEND
SPECIFICNOTE VALUE SPECIFIC NOTE TEXT
E1 PROVIDE CONNECTION TO HANDS-FREE SENSORS. COORDINATE WITHDIVISION 20.
E8 PROVIDE INTERCONNECTING WIRING AS REQUIRED BY RANGE HOODVENDOR DRAWINGS.
E13 PROVIDE JUNCTION BOX FOR CONNECTION OF DOOR OPERATOR.
E14 PROVIDE JUNCTION BOX FOR CONNECTION OF HAND DRYER.
E15 PROVIDE JUNCTION BOX FOR CONNECTION OF GARAGE DOOR OPENER.
Revision Schedule
# Date Revision1 2/12/19 PERMIT REVISION #1
2 09/16/19 ASI #2
DW
ICE
W
DW D
W
D
FD
FD
FD
FD
J K L MI
C F
N
1
3
E
HG
A B D
2
4
5
6
7
10
7.6
C.2
C.3
8.7
I.1
H.1F.2
I.2
E.9
M.8 O P
5.5
4.4
9
8
6.1
1.2
7P11
P11
P11
P11
P11
P11
P11
UP2" GLUP2" GL
UP4" GL
UP4" SAN
UP4" SAN
P1
P-3A
P-6
P-3A
P-1B
P-1B
P-1B P-1A P-1A
P-1AP-1AP-1AP-1AP-1B
P-1B
P-3A
MEN
121
DIRTY SHOP
125
UTILITY ROOM
124
WOMEN
122
STORAGE
130
VEST.
100
STAIR 1
S11
APPARATUSBAYS
123
OFFICE
110
CONF.
115
OFFICE
109
OFFICE
107
OFFICE
106
ELEV
260
DAYROOM/LOUNGE / DINING
117
FITNESS
116
MUSEUM
102
EVENT KITCHEN
119B
CUST
114
OFFICE
104
OFFICE
108TOILET
129
OFFICE
103
WATCH DESK
118
TOILET(OFFICER)
113
MAIN LOBBY
101
CORR
C11
CORR
C12
CORR
C13
STAIR 2
S21TOILET (VOL)
112
SCBA
126
PANTRY
120
COMM/ DATA
111
WORK STATION
105
CORR
C14
POLE 1
P11
POLE 2
P21
TABLE / CHAIRSTORAGE
127
WASH BAY
132
CORR
C15
LAUNDRY
128
PPE GEAR
131
VALVE ROOM
133
VOL KITCHEN
119A
P4 P3P2
P7
3" CW
UP3" CW
UP4" SW
UP6" F
P11
INVERT ELEV: 114.11'FFE:118.90'
P10
UP2" SAN
TD-1TD-1TD-1TD-1
TD-1TD-1TD-1TD-1
P13
P5
P5
P5P5
P5
P5
P5
P5P5
P5
UP4" SAN
4" SAN
TD-1
G UP
UP4" SAN
UP4" SAN
UP2" V
4" FS
4" FS
P-4
P22
P1
P7 P11
INVERT ELEV: 116.23'FFE:118.90'
4" GL
4" GL
P11
REFER TO CIVIL DRAWINGS FOR GREASE INTERCEPTOR LOCATION, PROVIDED UNDER ANOTHER DIVISION.
P11
P11
P11
P11
ESP-1
UP4" SAN
UP4" SAN
UP3" V
UP3" V
UP3" V
UP2" VUP2" V
UP2" V
UP3" V(TYP. OF 5)
SAND/OIL INTERCEPTORBOTTOM OF TANK: 111.82'
INVERT ELEV: 115.57'FFE:118.90'
INVERT ELEV: 115.74'FFE:118.90'
These drawings are the property of the Architect. Bignell Watkins Hasser Architects P.C. Unauthorized reproduction for any purpose is an infringement upon copyright laws. Violators will be subject to prosecution by fullest extent of the law. Written dimensions on these drawings shall have precedence over scale dimensions. Contractors shall verify and be responsible for all dimensions and conditions on the job and this office must be notified of any variation from the dimensions and conditions shown by these drawings.
Client:
Location:
Project:
Drawn by:
Project No: Date:
ONE PARK PLACE SUITE 250 ANNAPOLIS, MARYLAND 21401
Maryland:MD Fax:
(301) 261-8228(410) 224-4443
Baltimore: (410) 841-6595Annapolis: (410) 224-2727
Website www.bigwaha.com
Professional CertificationI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed engineer under the laws of the State of Maryland.License No. 43951 Expiration Date 06-04-20
ARCHITECTCONTACT: GREG GILBERT, RA
MICHAEL MATULA
STRUCTURAL ENGINEERCENTURY ENGINEERING
10710 GILROY ROADHUNT VALLEY, MD 21031
TEL: (443) 589-2400CONTACT: RICHARD BEARD
MECHANICAL, ELECTRICAL& PLUMBING ENGINEER
CENTURY ENGINEERING
10710 GILROY ROADHUNT VALLEY, MD 21031
TEL: (443) 589-2400CONTACT:
ANDREW JUN - MECHANICAL/PLUMBINGMATT STEINER - ELECTRICAL
BAY ENGINEERING INC.
2661 RIVA ROAD ANNAPOLIS, MD 21401
TEL: (410) 897-9290CONTACT: NELSON AROCHO
ANNIE LUTTRELL
CIVIL ENGINEER
CALVERT COUNTRY - GENERALSERVICES DIVISION
450 SOLOMONS ISLAND ROADPRINCE FREDERICK, MD 20678
PRINCE FREDERICK VOLUNTEERFIRE STATION
P1.0
FOUNDATION PLAN -PLUMBING
17032 1/25/19
BID /CONSTRUCTION
FH
1/8" = 1'-0"1
FOUNDATION PLAN - PLUMBING
PLUMBING SPECIFIC NOTE LEGEND
SPECIFICNOTE VALUE SPECIFIC NOTE TEXT
P1 SAN TO 5'-0" BEYOND BUILDING. TRANSITION AND MAKECONNECTION TO LINE PROVIDED UNDER ANOTHER DIVISION. SEECIVIL DRAWINGS.
P2 SW TO 5'-0" BEYOND BUILDING. TRANSITION AND MAKE CONNECTIONTO LINE PROVIDED UNDER ANOTHER DIVISION. SEE CIVIL DRAWINGS.
P3 6" FIRE PROTECTION SERVICE TO 5'-0" BEYOND BUILDING. PROVIDEMINIMUM 3 FEET OF COVER. MAKE CONNECTION TO LINE PROVIDEDUNDER ANOTHER DIVISION.
P4 3" DOMESTIC WATER SERVICE TO 5'-0" BEYOND BUILDING. PROVIDEMINIMUM 3 FEET OF COVER. MAKE CONNECTION TO LINE PROVIDEDUNDER ANOTHER DIVISION.
P5 4" SW PIPE UP TO BOOT CONNECTION. MAKE CONNECTION TODOWNSPOUT. SEE ARCHITECTURAL DRAWINGS.
P7 DROP TO ELEVATION OF LINE PROVIDED UNDER ANOTHER DIVISIONOF THE SPECIFICATIONS. PROVIDE CLEANOUT AT CONNECTION.
P10 ELEVATOR SUMP PUMP TO ROUTE TO OSD WITHIN [112] WOMEN.
P11 UP TO CLEANOUT.
P13 COORDINATE GAS SERVICE WITH UTILITY COMPANY.
P22 SINGLE COMPARTMENT SINK WITH DRAINBOARD. PROVIDE 2" SAN,1/2" CW, 1/2" HW, AND 1-1/4" VENT CONNECTIONS TO FIXTURE. REFERTO ARCHITECTURAL DRAWINGS FOR SPECIFICATION.
0 16 24 328
GRAPHIC SCALE : 1/8"=1'-0"
Revision Schedule
# Date Revision1 2/12/19 PERMIT REVISION #1
2 09/16/19 ASI #2
2
DW
ICE
W
DW D
W
D
FD
FD
FD
FD
FD
FD
FD
FD
J
J K L MI
C F
N
1
3
E
HG
A B D
2
4
5
6
7
10
7.6
C.2
C.3
8.7
I.1
F.2
I.2
E.9
M.8 O P
5.5
4.4
9
8
6.1
1.2
MEN
121
DIRTY SHOP
125
UTILITY ROOM
124
WOMEN
122
STORAGE
130
VEST.
100
STAIR 1
S11
APPARATUSBAYS
123
OFFICE
110
CONF.
115
OFFICE
109
OFFICE
107
OFFICE
106
ELEV
260
DAYROOM/LOUNGE / DINING
117
FITNESS
116
MUSEUM
102
EVENT KITCHEN
119BCUST
114
OFFICE
104
OFFICE
108 TOILET
129
OFFICE
103
WATCH DESK
118
TOILET(OFFICER)
113
MAIN LOBBY
101
CORR
C11
CORR
C12
CORR
C13
STAIR 2
S21
TOILET (VOL)
112
SCBA
126
PANTRY
120
COMM/ DATA
111
WORK STATION
105
POLE 1
P11
POLE 2
P21
TABLE / CHAIRSTORAGE
127
WASH BAY
132
CORR
C15
LAUNDRY
128
PPE GEAR
131
7
CO
CO
CO
CO
CO
CO
CO
CO
CO
PROVIDE DRY SPRINKLER SYSTEM TO PROTECT COVERED WALKWAY. ROUTE PIPING BACK TO WATER ROOM
HB
DN.4" SAN
DN.4" SAN
UP3" V
UP3" V
UP4" V
UP4" V
P-3A
P-3A
P-1B
P-1B
P-6
KE-A
KE-Z
P-3B
P-1B
P-1B
P-2
P-2
P-1A
P-1A
P-1AP-1A
P-1A P-1A
P-3B
P-1B P-3AP-8
P-8
P-9
P-9
P-9
P-9
ESP-1
UP4" SW
DN.6" F
DN.4" SW
UP4" SW
6" F
P6
P14
P15
P18
FDC
OSD2" SAN TO DRAIN TO OSD
TD-1 TD-1 TD-1 TD-1
TD-1TD-1TD-1TD-1
TD-1
P6
UP4" SAN
4" SAN
DN.4" SAN
4" SAN
UP4" SAN
G TO EMERGENCY GENERATOR
BALANCE TO1.0 GPM
BALANCE TO 1.0 GPM
BLANCE TO 1.0 GPM
BALANCE TO 1.0 GPM
BALANCE TO 1.0 GPM
BALANCE TO 1.0 GPM
PROVIDE 2-1/2" STANDPIPE AND FIRE DEPARTMENT CONNECTION FOR TRAINING PURPOSES. CONTACT OWNER FOR REQUIREMENTS OF STAND PIPE SYSTEM. WATER SHALL NOT BE PROVIDED IN THIS SYSTEM.
FD-1
FD-1
DN.2" V
1/2" HWC
1/2" HWC 1" HWC
3/4" HWC
1/2" HWC
UP1" HWC
TD-2
2" SW TO DISCHARGE TO GRADE ONTO SPLASH BLOCK.
2" SW
UP2" SW
PROVIDE GREASE LINE FROM THREE-COMPARTMENT SINK TO GREASE INTERCEPTOR LOCATED ON CIVIL DRAWINGS.
UP3/4" G
UP2" V
UP3" VUP3" SAN
UP3" SAN
UP2" SAN
UP2" V
UP3" SAN
UP3" V
UP2" SAN
UP2" VUP3" V
UP3" SAN
UP2" V
UP2" CW
UP2" HW
UP3" V
UP3" SAN
UP3" V
UP3" SAN
UP2" SAN
UP4" SAN
UP2" SAN
UP1 1/2" SAN
UP1 1/2" SAN
UP1 1/2" SAN
UP1 1/2" SAN
UP2" SAN
UP4" SAN
UP4" SAN
UP3" V
UP3" SAN
UP3" VUP3" SAN
UP3" SAN
UP3" V
UP3" SANUP3" V
UP2" SAN
UP2" SAN
UP3" SAN
UP3" SAN
UP3" V
UP3" V
CONNECT TO DOWNSPOUT. PROVIDE BWV AT CONNECTION.
2" CD
2" CD
CONNECT TO DOWNSPOUT. PROVIDE BWV AT CONNECTION.
CONNECT TO DOWNSPOUT. PROVIDE BWV AT CONNECTION.
BWV
2" CD
2" CD
BWV
KE-L,M
KE-I
KE-C
KE-J
KE-N
P23
3" V
P3.1
2
P3.1
3
P3.1
1
P15
RPZ
BFP
KE-L,M
FD-2
FD-2DN.3" V DN.3" V
UP1/2" CW
UP2" V
UP1/2" HW
EMERGENCY EYE WASH
2" CD
DN.2" V
PROVIDE ANSUL FIRE SUPRESSION SYSTEM.
RELOCATED GENERATOR
UP4" SAN
UP4" SAN
UP2" V
UP4" SAN
UP4" SANUP2" V
UP2" SAN
UP2" SAN
UP4" SANUP4" SAN
UP2" VUP4" SAN
UP4" SANUP4" SAN
UP2" V
UP4" SAN
UP2" VUP4" SAN
UP4" SANUP2" V
UP1 1/2" G
WH
WHUP2" SAN
3" G
P12
These drawings are the property of the Architect. Bignell Watkins Hasser Architects P.C. Unauthorized reproduction for any purpose is an infringement upon copyright laws. Violators will be subject to prosecution by fullest extent of the law. Written dimensions on these drawings shall have precedence over scale dimensions. Contractors shall verify and be responsible for all dimensions and conditions on the job and this office must be notified of any variation from the dimensions and conditions shown by these drawings.
Client:
Location:
Project:
Drawn by:
Project No: Date:
ONE PARK PLACE SUITE 250 ANNAPOLIS, MARYLAND 21401
Maryland:MD Fax:
(301) 261-8228(410) 224-4443
Baltimore: (410) 841-6595Annapolis: (410) 224-2727
Website www.bigwaha.com
Professional CertificationI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed engineer under the laws of the State of Maryland.License No. 43951 Expiration Date 06-04-20
ARCHITECTCONTACT: GREG GILBERT, RA
MICHAEL MATULA
STRUCTURAL ENGINEERCENTURY ENGINEERING
10710 GILROY ROADHUNT VALLEY, MD 21031
TEL: (443) 589-2400CONTACT: RICHARD BEARD
MECHANICAL, ELECTRICAL& PLUMBING ENGINEER
CENTURY ENGINEERING
10710 GILROY ROADHUNT VALLEY, MD 21031
TEL: (443) 589-2400CONTACT:
ANDREW JUN - MECHANICAL/PLUMBINGMATT STEINER - ELECTRICAL
BAY ENGINEERING INC.
2661 RIVA ROAD ANNAPOLIS, MD 21401
TEL: (410) 897-9290CONTACT: NELSON AROCHO
ANNIE LUTTRELL
CIVIL ENGINEER
CALVERT COUNTRY - GENERALSERVICES DIVISION
450 SOLOMONS ISLAND ROADPRINCE FREDERICK, MD 20678
PRINCE FREDERICK VOLUNTEERFIRE STATION
P1.1
FIRST FLOOR PLAN -PLUMBING
17032 1/25/19
BID /CONSTRUCTION
FH
1/8" = 1'-0"1
FIRST FLOOR PLAN - PLUMBING
0 16 24 328
GRAPHIC SCALE : 1/8"=1'-0"
PLANNORTH
TRUENORTH
PLUMBING SPECIFIC NOTE LEGEND
SPECIFICNOTE VALUE SPECIFIC NOTE TEXT
P6 EXTEND FIRE LINE TO FIRE DEPARTMENTCONNECTION.
P12 PROPOSED LOCATION FOR GAS METER. REFER TOGAS RISER DIAGRAM FOR MORE INFORMATION.
P14 EXTEND FIRE LINE TO DRY SPRINKLER VALVE ANDDRY COMPRESSOR TO SERVE ATTIC.
P15 EXTEND FIRE LINE TO WET SPRINKLER THE BUILDING.
P18 DISCHARGE OVERFLOW DRAIN 18" A.F.G. TO SPLASHBLOCK. PROVIDE DOWNSPOUT NOZZLE ON OUTLETPIPE SIMILAR TO JOSAM 25010
P23 MAKE G CONNECTION TO KITCHEN RANGE ANDPROVIDE GAS SOLENOID VALVE.
Revision Schedule
# Date Revision2 09/16/19 ASI #2
2
RE
F.
FD
FD FD
FD
FD
FD
FD
FD
FDFD
FD
FDFD FDFD
FD
FD FD FD FDFD
J
J
J K L MI
C F
N
1
3
E
HG
A B D
2
4
5
6
7
10
7.6
C.2
C.3
8.7
I.1
H.1F.2
I.2
E.9
M.8 O P
9
8
6.1
1.2
STAIR 2
S22
APPARATUSBAYS
123
(3) BUNK
207
STOR
202A
ELEV
271
STAIR 1
S12
(2) BUNK
212
TOILET
218
TOILET
217
TOILET
220
TOILET
219
ADA TOILET
216
(1) BUNK
206
LOUNGE
211
MEETING 1
201
MEETING 2
202
(3) BUNK
215
(2) BUNK
214
(2) BUNK
213
LAUNDRY
224
(2) BUNK
225
(2) BUNK
210
(2) BUNK
209
LOCKER ROOM
221
(2) BUNK
226
WOMEN
204
MEN
205
CORR
C21
CORR
C22
CORR
C25
(2) BUNK
208
POLE 1
P12
POLE 2
P22
ELEC
222
TRAININGVERANDA
231
MECH
228
ELEC
227
STORAGEPLATFORM
230
KITCHENETTE
203
CUST
223
CORR
C23
CORR
C24
COMPRESSORRM
229
CORR
C26
7
4" V TR
4" V TR
4" V TR
P-4
P-1B
P-3A
P-4
P-1B
P-3A
P-3A
P-1B
P-4
P-4
P-1B
P-1B
P-4
P-8
P-7
P-6
P-5B
P-3B P-1B
P-1A
P-1A
P-1B
P-1A
P-1A
P-2
P-2
P-10
DN.3" V
DN.4" V
4" V TR
DN.2" CW
DN.2" HW
3/4" CW
P-3A P-3A
P-3B
PROVIDE DUMMY SPRINKLER SYSTEM WITHIN THIS AREA WITH (3) SPRINKLER HEADS. SLOPE SPRINKLER PIPING AND PROVIDE DRAIN POINT AT END OF RUN TO ALLOW FOR WINTERIZATION OF PIPING. CONTACT OWNER FOR REQUIREMENTS OF SPRINKLER SYSTEM.
WH-1 WH-2
PMP-1
DN.4" SW
DN.4" SW
4" SW
4" SW
3" SW3" SW
UP3" SW
UP3" SW
P21P20
UP3" SW
UP3" SW
P20
P21
UP1" G
ROUTE 1" CW TO SERVE DUMMY SPRINKLER SYSTEM.
1" CW
DN.1 1/2" G
FD-2
FD-2
BALANCE TO 1.0 GPM
BALANCE TO 1.0 GPM
BALANCE TO 1.0 GPM
BALANCE TO 1.0 GPM
DN.1/2" HWC
HB
1/2" HWC
1 1/4" HWC
2" OSD FOR AIR COMPRESSOR.
B-1
DN.3/4" G
CONNECT TO DOWNSPOUT.PROVIDE BWV AT CONNECTION
2" CD
CONNECT TO DOWNSPOUT.PROVIDE BWV AT CONNECTION
2" CD
CONNECT TO DOWNSPOUT.PROVIDE BWV AT CONNECTION
2" CD
DN.3" V
3" V
UP3" V
P3.1
5
PIPE DROPPIPE RISE
2" HW2" CW
1 1/4" HWC3/4" G
P3.1
4
S-1ET-1
1/2" CW
2" V
1/2" HW
EXTEND 1" CW LINE TO HEATING WATER LINE FOR MAKE-UP WATER.
1/2" COMPRESSED AIR
3/4" CW DN TO MANUAL CRANK AND HOSE REEL. 1/2" COMPRESSED AIR DOWN
TO MANUAL CRANK AND HOSE REEL MOUNTED AT 96".
HB
3/4" CW
1/2" COMPRESSED AIR
1/2" COMPRESSED AIR DOWN TO MANUAL CRANK AND HOSE REEL MOUNTED AT 96".
3/4" CW DN TO MANUAL CRANK AND HOSE REEL.
1" COMPRESSED AIR
EXTEND AND MAKE CONNECTION TO AIR COMPRESSOR. AIR COMPRESSOR SHALL BE OWNER PROVIDED.
1 1/2" COMPRESSED AIR
1/2" COMPRESSED AIR
1/2" COMPRESSED AIR DN TO MANUAL CRANK AND HOSE REEL MOUNTED AT 96".
BALANCE TO 1.0 GPM
3/4" CW DN TO MANUAL CRANK AND HOSE REEL.
P3.1
6
P-7
3/4" G
1" G3/4" G
1" G
1 1/2" G
3/4" G
1 1/4" G
These drawings are the property of the Architect. Bignell Watkins Hasser Architects P.C. Unauthorized reproduction for any purpose is an infringement upon copyright laws. Violators will be subject to prosecution by fullest extent of the law. Written dimensions on these drawings shall have precedence over scale dimensions. Contractors shall verify and be responsible for all dimensions and conditions on the job and this office must be notified of any variation from the dimensions and conditions shown by these drawings.
Client:
Location:
Project:
Drawn by:
Project No: Date:
ONE PARK PLACE SUITE 250 ANNAPOLIS, MARYLAND 21401
Maryland:MD Fax:
(301) 261-8228(410) 224-4443
Baltimore: (410) 841-6595Annapolis: (410) 224-2727
Website www.bigwaha.com
Professional CertificationI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed engineer under the laws of the State of Maryland.License No. 43951 Expiration Date 06-04-20
ARCHITECTCONTACT: GREG GILBERT, RA
MICHAEL MATULA
STRUCTURAL ENGINEERCENTURY ENGINEERING
10710 GILROY ROADHUNT VALLEY, MD 21031
TEL: (443) 589-2400CONTACT: RICHARD BEARD
MECHANICAL, ELECTRICAL& PLUMBING ENGINEER
CENTURY ENGINEERING
10710 GILROY ROADHUNT VALLEY, MD 21031
TEL: (443) 589-2400CONTACT:
ANDREW JUN - MECHANICAL/PLUMBINGMATT STEINER - ELECTRICAL
BAY ENGINEERING INC.
2661 RIVA ROAD ANNAPOLIS, MD 21401
TEL: (410) 897-9290CONTACT: NELSON AROCHO
ANNIE LUTTRELL
CIVIL ENGINEER
CALVERT COUNTRY - GENERALSERVICES DIVISION
450 SOLOMONS ISLAND ROADPRINCE FREDERICK, MD 20678
PRINCE FREDERICK VOLUNTEERFIRE STATION
P1.2
SECOND FLOOR PLAN- PLUMBING
17032 1/25/19
BID /CONSTRUCTION
FH
1/8" = 1'-0"1
SECOND FLOOR PLAN - PLUMBING
0 16 24 328
GRAPHIC SCALE : 1/8"=1'-0"
PLANNORTH
TRUENORTH
PLUMBING SPECIFIC NOTE LEGEND
SPECIFICNOTE VALUE SPECIFIC NOTE TEXT
P20 3" STORM WATER UP TO ROOF DRAIN.
P21 3" SECONDARY STORM WATER UP TO OVERFLOWDRAIN.
Revision Schedule
# Date Revision2 09/16/19 ASI #2
2
J K L MI
C F
N
1
3
E
HG
A B D
2
4
5
6
7
10
7.6
C.2
C.3
8.7
I.1
H.1F.2
I.2
E.9
M.8 O P
5.5
4.9
4.4
9
8
6.1
1.2
7
RD
OFD
RD
OFD
DN.1" G
4" V TR
4" V TR
3" V TR
4" V TR
4" V TR
RTU-1
DOAS-1
MAU-1
3/4" G
3/4" G
1" G
1/2" G
These drawings are the property of the Architect. Bignell Watkins Hasser Architects P.C. Unauthorized reproduction for any purpose is an infringement upon copyright laws. Violators will be subject to prosecution by fullest extent of the law. Written dimensions on these drawings shall have precedence over scale dimensions. Contractors shall verify and be responsible for all dimensions and conditions on the job and this office must be notified of any variation from the dimensions and conditions shown by these drawings.
Client:
Location:
Project:
Drawn by:
Project No: Date:
ONE PARK PLACE SUITE 250 ANNAPOLIS, MARYLAND 21401
Maryland:MD Fax:
(301) 261-8228(410) 224-4443
Baltimore: (410) 841-6595Annapolis: (410) 224-2727
Website www.bigwaha.com
Professional CertificationI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed engineer under the laws of the State of Maryland.License No. 43951 Expiration Date 06-04-20
ARCHITECTCONTACT: GREG GILBERT, RA
MICHAEL MATULA
STRUCTURAL ENGINEERCENTURY ENGINEERING
10710 GILROY ROADHUNT VALLEY, MD 21031
TEL: (443) 589-2400CONTACT: RICHARD BEARD
MECHANICAL, ELECTRICAL& PLUMBING ENGINEER
CENTURY ENGINEERING
10710 GILROY ROADHUNT VALLEY, MD 21031
TEL: (443) 589-2400CONTACT:
ANDREW JUN - MECHANICAL/PLUMBINGMATT STEINER - ELECTRICAL
BAY ENGINEERING INC.
2661 RIVA ROAD ANNAPOLIS, MD 21401
TEL: (410) 897-9290CONTACT: NELSON AROCHO
ANNIE LUTTRELL
CIVIL ENGINEER
CALVERT COUNTRY - GENERALSERVICES DIVISION
450 SOLOMONS ISLAND ROADPRINCE FREDERICK, MD 20678
PRINCE FREDERICK VOLUNTEERFIRE STATION
P1.3
ROOF PLAN -PLUMBING
17032 1/25/19
BID /CONSTRUCTION
FH
1/8" = 1'-0"1
ROOF - PLUMBING
0 16 24 328
GRAPHIC SCALE : 1/8"=1'-0"
PLANNORTH
TRUENORTH
PLUMBING SPECIFIC NOTE LEGEND
SPECIFICNOTE VALUE SPECIFIC NOTE TEXT
Revision Schedule
# Date Revision2 09/16/19 ASI #2
2
M
3
GAS RISER NOTES:
NATURAL GAS RISER DIAGRAM
SECOND
ROOF
FIRST
NOT TO SCALE
1. TOTAL CONNECTED LOAD - 3950 MBH
2. 2 PSI GAS PIPE IS BASED UPON A DEVELOPED LENGTH OF 350 FEET AND
TABLE 402.4(5) OF THE IFGC 2015.
3. 7" W.C. GAS PIPE IS BASED UPON A DEVELOPED LENGTH OF 50 FEET AND
TABLE 402.4(1) OF THE IFGC 2015.
GENERATOR
4" G
1-1/2" G
GAS METER
INCOMING GAS SERVICE
DOAS-1
1/2" G
B-1
1" G
WH-23/4" G
WH-13/4" G
RTU-1
3/4" G
R
R
RR
RR
SHUT-OFF VALVE (TYP.)PRESSURE GAGE TAP (TYP.) DIRT LEG (TYP.)
2061 MBH
UNION (TYP.)
500 MBH
300 MBH 300 MBH
199 MBH199 MBH
1-1/2" G
1" G 1" G
1" G
GASREGULATOR
(TYP.)
BURNER
3/4" G
R310 MBH
UNION (TYP.)
GASREGULATOR(TYP.)
3" G
MAU-1
3/4" G
R81 MBH
1" G
1-1/4" G
3" G1-1/4" G
1" G
1" G 1-1/2" G
3/4" G 1-1/4" G 1-1/4" G
P-6
P-3A
P-3A
P-3B
KE-A
KE-Z
KE-L,M
P-1B
P-1B
P-1A
P-1A
P-1A
P-2
P-2
P-1A
P-1A
P-1A
P-3B
P-1B
P-1B
P-8
P-1B
P-3A
3/4" CW3/4" HW
1 1/2" CW
3/4" HW1 1/2" CW
2" HW
2" CW
3/4" HW
3/4" CW
2" CW
2" HW
P-9
P-9
P-9
1/2" CW
1/2" CW
1/2" CW
3/4" HW
1 1/2" CW
3/4" CW
3/4" HW
P-9
1/2" HW
1/2" CW
1/2" HW1/2" CW
3/4" CW3/4" HW
3/4" HW3/4" CW
3/4" HW
1 1/2" CW
1/2" HW
1/2" CW
1" CW
1" HW3/4" CW
2" CW1/2" CW1/2" HW1/2" HW1/2" CW
3/4" HW
1 1/2" CW
1/2" CW1/2" HW
1" HWC
1/2" HWC1/2" HWC
3/4" HWC
1/2" HWC
1/2" HWC
1" HWC
1/2" HWC
3/4" CW
P-8
2" CW2" HW
UP1" HWCUP2" HW
UP2" CW
UP2" HW
UP2" CW
UP1/2" HWC
P4
REFER TO SECOND FLOOR DOMESTIC WATER RISER FOR CONTINUATION.
REFER TO SECOND FLOOR DOMESTIC WATER RISER FOR CONTINUATION.
REFER TO SECOND FLOOR DOMESTIC WATER RISER FOR CONTINUATION.
KE-L,M
HB
HB
REFER TO SECOND FLOOR DOMESTIC WATER RISER FOR CONTINUATION.
REFER TO SECOND FLOOR DOMESTIC WATER RISER FOR CONTINUATION.
3/4" CW
3/4" CW
HB
REFER TO SECOND FLOOR DOMESTIC WATER RISER FOR CONTINUATION.
1/2" HW
1/2" CW
4" SW
3" SW
3" SW
OFDRD
4" SW
3" SW
3" SW
OFD
RD
P2
P2
These drawings are the property of the Architect. Bignell Watkins Hasser Architects P.C. Unauthorized reproduction for any purpose is an infringement upon copyright laws. Violators will be subject to prosecution by fullest extent of the law. Written dimensions on these drawings shall have precedence over scale dimensions. Contractors shall verify and be responsible for all dimensions and conditions on the job and this office must be notified of any variation from the dimensions and conditions shown by these drawings.
Client:
Location:
Project:
Drawn by:
Project No: Date:
ONE PARK PLACE SUITE 250 ANNAPOLIS, MARYLAND 21401
Maryland:MD Fax:
(301) 261-8228(410) 224-4443
Baltimore: (410) 841-6595Annapolis: (410) 224-2727
Website www.bigwaha.com
Professional CertificationI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed engineer under the laws of the State of Maryland.License No. 43951 Expiration Date 06-04-20
ARCHITECTCONTACT: GREG GILBERT, RA
MICHAEL MATULA
STRUCTURAL ENGINEERCENTURY ENGINEERING
10710 GILROY ROADHUNT VALLEY, MD 21031
TEL: (443) 589-2400CONTACT: RICHARD BEARD
MECHANICAL, ELECTRICAL& PLUMBING ENGINEER
CENTURY ENGINEERING
10710 GILROY ROADHUNT VALLEY, MD 21031
TEL: (443) 589-2400CONTACT:
ANDREW JUN - MECHANICAL/PLUMBINGMATT STEINER - ELECTRICAL
BAY ENGINEERING INC.
2661 RIVA ROAD ANNAPOLIS, MD 21401
TEL: (410) 897-9290CONTACT: NELSON AROCHO
ANNIE LUTTRELL
CIVIL ENGINEER
CALVERT COUNTRY - GENERALSERVICES DIVISION
450 SOLOMONS ISLAND ROADPRINCE FREDERICK, MD 20678
PRINCE FREDERICK VOLUNTEERFIRE STATION
P4.1
PLUMBING RISERDIAGRAMS
17032 1/25/19
BID /CONSTRUCTION
FH
1FIRST FLOOR DOMESTIC WATER RISER
2STORM WATER RISER
Revision Schedule
# Date Revision2 09/16/19 ASI #2
2