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

A9/

16/1

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4" A

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aluttrell

Rectangle