Prince Frederick Fire Station September 17, 2019
Page 1 of 1
BULLETIN #1 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 Water meter at south west corner of building to be revised from 3” to 4”. Transition from a 4” line to 3” line is to be made prior to entry into building. Attachments Detail W1.26 - Standard Calvert County meter vault for 4” service Sheet 3 of 18 – Civil Proposed Site Plan Affected Documents: Sheet Description 3 of 18 Revised meter size and WHC line size at south side of building (tagged Delta 1) (Delta 2 tag revision at northeast corner of building addressed in Bulletin 2.)
END OF BULLETIN NUMBER 1.
116
DUMPSTER
PAD
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 316,800
E 1,431,850
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
SS
48" RCP
SDSD
SDSD
SDSD
SDSD
18" C
MP
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 316,000 E 1,431,850
N 316,000
E 1,431,450
N41°0
4'31"W
62.16
'
S69°22'41"E 57.05'
S48°2
2'33"E
30.38
'
S44°3
7'41"E
87.99
'
S87°45'35"E 17.61'
S07°37'56"E 69.09'
S41°33'16"W 55.18'
S31°2
3'22"E
84.30
'
S76°32'32"E 45.59'
S55°1
7'46"E
29.79
'
S15°52'
46"E 85
.80'
S27°11'00"W 30.59'
S15°02'47"E 29.57'
N46°1
9'13"W
37.59
'
S78°12'23"W 85.28'
S15°42'08"W 96.62'
N36°23'45"E 162.83'
S47°2
2'35"E
57.15
'
S33°49'04"W 201.94'
R=29
0 4.7
9'L=
271.0
0 'C H
D.=N
5 4° 2
9 '2 7
" W27
0 .90
'
N57°09'35"W 19.66'
S18°27'
31"E 52
.22'
R=350.00' L=134.74'CHD.=S43°51'56" W 133.91'
S54°53'40"W 26.61'
S82°47'18"W 51.59'
N57°09'47"W 110.42'
R=410.00' L=78.29'CHD.=S49°25 '27" W 78.17 '
N32°50'13"E 410.66'
SD
WIDENING STRIP D
(2/270)
S37°3
3'26"E
281.9
4'
EX. WETLANDS
EX. 50' COUNTY
WETLANDS BUFFER
CONCRETE(TO BE REMOVED)
SHED(TBR)
SHED(TBR)
BM-1
BM-2
Ub HSG "D"
DoG HSG "A"
DoG H
SG "A"
ZBA H
SG "B/D
"
ZBA
HSG
"B/D
"Dw
E HS
G "A
"
XX
X
X
X
Ub HSG "D"DwE HSG "A"
Ub
HSG
"D"
DoG
HSG
"A"
IwD HSG "A"
Ub HSG "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
STEX. STORM
DRAIN MANHOLERIM=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/OC/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
25.00'18.00'
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" HDPE
E
E
E
E E E E E E
GG
G
E E EE
OH
OH
OH
OH
OH
DS-20DS-21DS-19
DS-18 DS-17
DS-13
DS-14
DS-21 DS-19
DS-22
DS-22
25.00'
7
PROPOSED BLDGFFE = 118.90
116
118
116
118
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
118
C.O. #5
C.O. #4
C.O.#2
6"H
DPE
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 FORFIBER OPTIC LINE
T T T T T T T T T T T T T
TEST PIT FORFIBER 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" HDPE
116
116 114
PROP.LP
PROP.LP
PROP. LP
XX
PROP. 1,600 GALGREASE TRAPPER CALVERT
CO. DTL. S 1.18
DS-17
MB #1 BOTTOM = 114.25
EX. 25' STATEWETLANDS BUFFER
R10.0'(TYP)
R17.0'
R47.0'
R10.0'
PROP.I-15
PROP.I-18
C.O.
SGW #2BOTTOM =
110.50
PROP. 4" WATERMETER PER CALVERT
CO. DTL. W 1.26
11.06
'
OBW
C.O.
PROP.I-8
12" HDPE
ABANDON EXISTING SHCFROM PROPOSEDCLEANOUT TO EX.CLEANOUT IN EXISTINGENTRANCE.
C/O
INV = 102.34
C.O.#1
C.O.
PROP. FORESTCONSERVATIONEASEMENT SIGN
116
R4.50'(TYP)
R33.00'
9.00'
(TYP) 18.00'(TYP)
TC/BC: 118.90START 140 LF OF TYPE S CURB
WITH REVERSE GUTTER PAN
ABANDON EXISTING SHCFROM PROPOSEDCLEANOUT TO EX.
CLEANOUT IN EXISTINGENTRANCE.
PROP. FORESTCONSERVATIONEASEMENT SIGN
PROP.I-16
25.00'25.00'
BC: 113.75NOSE DOWN CURB
START 41 LF SHA CURB
START 35 LF OF SHA CURBTIE 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 CURBTIE INTO EXISTING
END TYPE D CURBTIE INTO EXISTING
112
PROP.I-20
118
114
1' DEEP x 2.5' WIDE SWALEWITH CLASS I RIPRAP 19"THICK. TIE INTO EX. RIPRAP
TOP OF BERMELEV. = 113.00
112
PROP.I-11
10" HDPE
12" HDPE
10" HDPE
15" H
DPE
6" HDPE
PROP.MH-12
C.O.#3
TOP OF BERMELEV. = 114.00
112
6"H
DPE
EMERGENCY SPILLWAYWITH PERMANENT EROSIONCONTROL MATTINGELEV. = 113.00
END OF TYPE S CURB
OBW
OBW
OBW
OBW
TYPE S CURB ALONG OLDFIELD LANE AND TIE INTOEXISTING CURB
SHA CURB TO MEET EX.PAVEMENT GRADE
PROP. LP
PROP. 8" x 6" T.S. & V.TO EX. WATERLINE
10' WIDE WEIRELEV. 112.00'
5.5' WIDE WEIRELEV. = 113.50
118
10610
811011
2
4.00'
G G G G G G G G G G 2
1
1 3" WHC
4" X 3"REDUCER
4" WHC
NAD 83
3
PRO
POSE
D S
ITE
PLAN
1" = 30'
PARKING SPACE SUMMARYBAY AREA AND MEETING ROOMS
CATEGORY D = 1 SPACE / 200 SQ. FT. ..................... 9,997 SQ. FT. = 50 SPACESREMAINING APPLICABLE AREAS
CATEGORY B = 1 SPACE / 300 SQ. FT. ..................... 8,215 SQ. FT. = 28 SPACESTWO PARKING SPACES PER BAY ................................................. 5 BAYS = 10 SPACES
TOTAL PARKING SPACES REQUIRED = 88 SPACESTOTAL 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
BWHPRINCE FREDERICK VFD
OF 18
AL
NA
FOR
Warning: This document is an instrument of professionalservice prepared by Bay Engineering Inc. Alteration of thisdocument by any party other than Bay Engineering Inc. is aviolation of law that will be prosecuted to its fullest extent.
Copyright © 2018Bay Engineering Inc.All Rights Reserved.
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DEBRIS NOTETHE DEBRIS ON THE PROPERTY DOWNSLOPE OF THE EMBANKMENT TO THESTREAM WILL BE REMOVED BY THE FIRE DEPARTMENT.
SEWER ABANDONMENT NOTETHE ABANDONED PIPE IS TO BE REMOVED OR FILLED WITH FLOWABLE FILL.
1N
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