bulletin #2 · p.b. 2/270 & p.b. 1/50 old field lane (60' public r/w) p.b. 3/108 solomons...

Prince Frederick Fire Station September 17, 2019

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


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


RIPR

AP

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

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SDSD

SDSD

SDSD

SDSD

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EX. WETLANDS 10'

BUILDING SETBACK

STRE

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SB

SB

SB

SB

SB

SB

SB SBSB

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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

6

,

0

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1

,

4

3

1

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8

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0

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4

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69°22'41"E

57.05'

S48°22'33"E

30.38'

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37.59'

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2

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S47°22'35"E

57.15'

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R=

29

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L=

27

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0'

CH

D.=

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N57°09'35"W 19.66'

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2

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4

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4

3

°

5

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6

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1

3

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S

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2

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4

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8

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=

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8

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2

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.=

S

4

9

°

2

5

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7

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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

S

G

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A

"

Z

B

A

H

S

G

"

B

/

D

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Z

B

A

H

S

G

"

B

/

D

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w

E

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S

G

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A

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XX

X

X

X

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SG

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"

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SG

"D

"

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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

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Date

Revis

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a duly

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s of

the S

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aryland.

Annapolis, M

aryland 21401

410.897.9290

410.897.9295 fax

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bayengineering.com

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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

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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


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.


Client:

Location:

Project:

Drawn by:

Project No: Date:



Maryland:MD Fax:

(301) 261-8228(410) 224-4443




MICHAEL MATULA





CENTURY ENGINEERING


TEL: (443) 589-2400CONTACT:





ANNIE LUTTRELL

CIVIL ENGINEER




E2.1

FIRST FLOOR PLAN -POWER

17032 1/25/19

BID /CONSTRUCTION

SP

0 16 24 328


1/8" = 1'-0"1

FIRST FLOOR PLAN - POWER

PLANNORTH

TRUENORTH

0 8 12 164


1/4" = 1'-0"2

PART PLAN - UTILITY ROOM

ELECTRICAL SPECIFIC NOTE LEGEND


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


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


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


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'




Client:

Location:

Project:

Drawn by:

Project No: Date:


Maryland:MD Fax:

(301) 261-8228(410) 224-4443





MICHAEL MATULA





CENTURY ENGINEERING


TEL: (443) 589-2400CONTACT:





ANNIE LUTTRELL

CIVIL ENGINEER




P1.0

FOUNDATION PLAN -PLUMBING

17032 1/25/19

BID /CONSTRUCTION

FH

1/8" = 1'-0"1

FOUNDATION PLAN - PLUMBING

PLUMBING SPECIFIC NOTE LEGEND


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


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


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


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



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


Client:

Location:

Project:

Drawn by:

Project No: Date:


Maryland:MD Fax:

(301) 261-8228(410) 224-4443





MICHAEL MATULA





CENTURY ENGINEERING


TEL: (443) 589-2400CONTACT:





ANNIE LUTTRELL

CIVIL ENGINEER




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


PLANNORTH

TRUENORTH



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


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


2" CD


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


Client:

Location:

Project:

Drawn by:

Project No: Date:


Maryland:MD Fax:

(301) 261-8228(410) 224-4443





MICHAEL MATULA





CENTURY ENGINEERING


TEL: (443) 589-2400CONTACT:





ANNIE LUTTRELL

CIVIL ENGINEER




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


PLANNORTH

TRUENORTH



P20 3" STORM WATER UP TO ROOF DRAIN.

P21 3" SECONDARY STORM WATER UP TO OVERFLOWDRAIN.

Revision Schedule


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


Client:

Location:

Project:

Drawn by:

Project No: Date:


Maryland:MD Fax:

(301) 261-8228(410) 224-4443





MICHAEL MATULA





CENTURY ENGINEERING


TEL: (443) 589-2400CONTACT:





ANNIE LUTTRELL

CIVIL ENGINEER




P1.3

ROOF PLAN -PLUMBING

17032 1/25/19

BID /CONSTRUCTION

FH

1/8" = 1'-0"1

ROOF - PLUMBING

0 16 24 328


PLANNORTH

TRUENORTH



Revision Schedule


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.



KE-L,M

HB

HB



3/4" CW

3/4" CW

HB


1/2" HW

1/2" CW

4" SW

3" SW

3" SW

OFDRD

4" SW

3" SW

3" SW

OFD

RD

P2

P2


Client:

Location:

Project:

Drawn by:

Project No: Date:


Maryland:MD Fax:

(301) 261-8228(410) 224-4443





MICHAEL MATULA





CENTURY ENGINEERING


TEL: (443) 589-2400CONTACT:





ANNIE LUTTRELL

CIVIL ENGINEER




P4.1

PLUMBING RISERDIAGRAMS

17032 1/25/19

BID /CONSTRUCTION

FH

1FIRST FLOOR DOMESTIC WATER RISER

2STORM WATER RISER

Revision Schedule


2