DRCF Weight Pits - Drawings Final.pdf

S E

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RANGE

ROAD

RENOVATION OF WEIGHT PITS FOR ACCESSIBILITY AT THE

DORSEY RUN CORRECTIONAL FACILITY (DRCF)

JESSUP, MARYLAND

CONSTRUCTION CONTRACT #: KJC-000-140-C03

AREA MAP

STATE OF MARYLAND

BOARD OF PUBLIC WORKS

LARRY HOGAN, JR., GOVERNOR

PETER FRANCHOT, COMPTROLLER

NANCY K. KOPP, TREASURER

DEPARTMENT OF PUBLIC SAFETY AND

CORRECTIONAL SERVICES

ROBERT L. GREEN, SECRETARY

DAVID BEZANSON, ASSISTANT SECRETARY

DRAWING LIST

1. A01 COVER SHEET

2. A02 ENLARGED EAST PLANS AND DETAILS

3. A03 ENLARGED WEST PLANS AND DETAILS

REFERENCE DRAWINGS

1. C-3

2. C-6

3. C-14

A01

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VICINITY MAP

GENERAL NOTES:

1. REFER TO SECTION-3 SCOPE OF WORK IN THE IFB, PROJECT MANUAL, THIS DRAWING AND THE

LISTED REFERENCE DRAWINGS FOR DETAIL SCOPE OF WORK.

2.

3. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID AND FIELD VERIFY EXISTING CONDITIONS..

4. ALL NEW WORK SHALL BE IN ACCORDANCE WITH THE LATEST VERSION OF ALL APPLICABLE CODES

AND STANDARDS.

5. CONSTRUCTION TECHNIQUES, PROCEDURES, SEQUENCING, AND SCHEDULING ARE SOLELY THE

RESPONSIBILITY OF THE CONTRACTOR BUT SHALL BE COORDINATED WITH THE FACILITY.

6. THE CONTRACTOR SHALL FOLLOW THE MANUFACTURER'S INSTRUCTION, SPECIFICATIONS FOR

PREPARATION, IMPLEMENTATION, INSTALLATION AND CONSTRUCTION OF ALL MATERIALS AND

SYSTEMS.

7. ALL WORK SHALL ADHERE TO THE LATEST EDITION OF LOCAL BUILDING AND MDE CODES, AND ADA

STANDARDS.

MARK DATE DESCRIPTION

SCALE

DRAWN BY:

CHK'D BY:

PROJECT No.:

DATE:

AS SHOWN

KJC-000-140-C03

AUGUST 15, 2019

RT

SHEET ___ OF __

HH, KZD

REVISIONS

DOCUMENTS FOR

BIDDING

STATE OF MARYLAND

DEPARTMENT OF PUBLIC SAFETY

AND CORRECTIONAL SERVICES

DIVISION OF CAPITAL CONSTRUCTION

AND FACILITIES MAINTENANCE

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SITE PLAN

1/64" = 1'-0"

DRCF

PROJECT

LOCATION

A02

A03

WEST SIDE

EAST SIDE

1/64" = 1'-0"

80'40'0 160'

AutoCAD SHX Text

SALLYPORT

AutoCAD SHX Text 64'Wx80'L

AutoCAD SHX Text

PARKING LOT

AutoCAD SHX Text

ACCESS ROAD

AutoCAD SHX Text VAN SPACES (6) 10'x22' ea (TYP)

AutoCAD SHX Text

EMERGENCY ACCESS

AutoCAD SHX Text S

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text 10"W

AutoCAD SHX Text 10"W

AutoCAD SHX Text 10"W

AutoCAD SHX Text

EXISTING GENERATOR/ SWITCHGEAR PAD

AutoCAD SHX Text

GENERATOR/SWITCHGEAR PAD

AutoCAD SHX Text

BIKE PAD

AutoCAD SHX Text 10"W

AutoCAD SHX Text 8" W

AutoCAD SHX Text

GREASE

AutoCAD SHX Text

MH-RT5

AutoCAD SHX Text

HML #4

AutoCAD SHX Text

HML #1

AutoCAD SHX Text

HML #2

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text

TRAP

AutoCAD SHX Text

RESERVED FOR LEV/FEV

AutoCAD SHX Text

SEARCH BOOTH

AutoCAD SHX Text

CONCRETE WALKWAY

AutoCAD SHX Text

BITUMINOUS PAVEMENT

AutoCAD SHX Text

RAMP 1:12 MAX

AutoCAD SHX Text

NO PARKING (TYP.)

AutoCAD SHX Text

25 SPACES

AutoCAD SHX Text

17 SPACES

AutoCAD SHX Text

CONCRETE WALKWAY

AutoCAD SHX Text

38 SPACES

AutoCAD SHX Text

HOUSING UNIT #3

AutoCAD SHX Text

FF EL. 180.0

AutoCAD SHX Text

HOUSING UNIT #4

AutoCAD SHX Text

FF EL. 180.0

AutoCAD SHX Text

SUPPORT SERVICES BUILDING

AutoCAD SHX Text

FF EL. 176.0

AutoCAD SHX Text VAN SPACES (2) 10'x22' ea

AutoCAD SHX Text

RESERVED (4) LEV/FEV

AutoCAD SHX Text

RESERVED (6) STATE VEHICLES

AutoCAD SHX Text

BIKE PAD

AutoCAD SHX Text

RESERVED (4) CAR POOL

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text

SUPPORT SERVICES BUILDING PHASE I

AutoCAD SHX Text

HOUSING UNIT #2 PHASE I

AutoCAD SHX Text

HOUSING UNIT #1 PHASE I

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text 0+00

AutoCAD SHX Text 5+00

AutoCAD SHX Text 6+00

AutoCAD SHX Text 7+00

AutoCAD SHX Text 8+00

AutoCAD SHX Text 8+54

AutoCAD SHX Text

EXISTING RETAINING WALL

AutoCAD SHX Text

EX GUARDRAIL

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text

43'-0" VIF

V

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1'-6"

1'-6"

1'-6"

1'-6"

A02

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MARK DATE DESCRIPTION

SCALE

DRAWN BY:

CHK'D BY:

PROJECT No.:

DATE:

AS SHOWN

KJC-000-140-C03

AUGUST 15, 2019

RT

SHEET ___ OF __

HH, KZD

REVISIONS

DOCUMENTS FOR

BIDDING

STATE OF MARYLAND

DEPARTMENT OF PUBLIC SAFETY

AND CORRECTIONAL SERVICES

DIVISION OF CAPITAL CONSTRUCTION

AND FACILITIES MAINTENANCE

R E

N O

V A

T I O

N

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H T

P

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DEMOLITION PLAN

1/8" = 1'-0"

FLOOR PLAN

1/8" = 1'-0"

EXISTING STORM DRAIN MANHOLE

EXISTING STORM DRAIN MANHOLE

EXISTING STORM DRAIN PIPE

EXISTING WEIGHT PIT FENCE

E X

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T I N

G

S

L O

P E

REMOVE (+/- 1600 SF) EXISTING RUBBER MULCH INSIDE THE WEIGHT PIT FENCING

EXCAVATE (+/- 1600 SF) 6.5" DEEP OF EXISTING SOIL INSIDE THE WEIGHT PIT FENCING

TO FACILITATE THE INSTALLATION OF THE MAXPLAY POUR-IN-PLACE SAFETY SURFACE

EXISTING STORM DRAIN MANHOLE

EXISTING STORM DRAIN MANHOLE

EXISTING STORM DRAIN PIPE

EXISTING WEIGHT PIT FENCE

E X

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S

L O

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PREPARE THE UNEARTHED SOIL INSIDE THE FENCING TO BE COMPACTED TO 95%.

THE EXISTING SLOPE IS TO BE MAINTAINED.

NEW TRENCH DRAIN, SLOPED TOWARD THE CENTER, TO BE CONNECTED

THROUGH THE 8" NO-HUB BOTTOM OUTLET AND 8" PVC PIPING,

TO THE EXISTING STORM DRAIN PIPE.

BASIS OF DESIGN: ZURN Z874-18

8" PVC PIPING CONNECTION

INSTALL 4" DEEP OF 3/4" AGGREGATE STONE BASE

INSTALL 2.5" THICK HEAVY DUTY SURFACE

BASIS OF DESIGN: MAXPLAY POUR-IN-PLACE SAFETY SURFACE

EXISTING SIDEWALK

EXISTING SIDEWALK

EXCAVATE EXISTING SOIL TO FACILITATE THE INSTALLATION OF

PRESLOPED 18" TRENCH DRAIN AND CONCRETE ENCLOSURE

EXCAVATE EXISTING SOIL TO FACILITATE THE INSTALLATION OF 4" CONCRETE SLAB

WITH 4" DEEP STONE BASE

10'5'0 20'

10'5'0 20'

EAST SIDE

EAST SIDE

DETAIL

1" = 1'-0"

12"6"0 24"

3/4" AGGREGATE STONE BASE

MAXPLAY POUR-IN-PLACE

SAFETY SURFACE

1/2" EXPANSION JOINT

ZURN Z874-18 TRENCH DRAIN AND

GRATE. MIN. 4 TAMPER PROOF

SECURITY BOLTS PER GRATE.

ELEVATION FLUSH WITH EXISTING

SIDEWALK

1/2" EXPANSION JOINT

EX. GRADE

SLOPE

EX. SIDEWALK SLOPE

1'-6"

NEW 4" CONCRETE SIDEWALK

WITH 4" DEEP OF 3/4"

AGGREGATE STONE BASE

BELOW. ELEVATION FLUSH

WITH EXISTING SIDEWALK

1/2" EXPANSION JOINT

EXISTING FENCE, BEYOND

DETAIL

1" = 1'-0"

12"6"0 24"

1'-6"

3/4" AGGREGATE STONE BASE

MAXPLAY POUR-IN-PLACE

SAFETY SURFACE.

EXISTING FENCE

TAPERERED EDGE

WITH 1/2" x 1/2" KEYWAY.

EXISTING GRADE

TRENCH DRAIN DETAIL

1" = 1'-0"

12"6"0 24"

EXISTING GRADE

ZURN Z874-18 TRENCH DRAIN

AND GRATE. ELEVATION FLUSH

WITH EXISTING SIDEWALK

8" PVC PIPE

P874-(X)-U NO-HUB BOTTOM

OUTLET FOR CHANNEL

EXISTING STORM DRAIN PIPE

2'-7"

43'-0" VIF

V

I F

1'-6"

1'-6"

1'-6"

1'-6"

A03

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S T

S I D

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P L A

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A

T A

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MARK DATE DESCRIPTION

SCALE

DRAWN BY:

CHK'D BY:

PROJECT No.:

DATE:

AS SHOWN

KJC-000-140-C03

AUGUST 15, 2019

RT

SHEET ___ OF __

HH, KZD

REVISIONS

DOCUMENTS FOR

BIDDING

STATE OF MARYLAND

DEPARTMENT OF PUBLIC SAFETY

AND CORRECTIONAL SERVICES

DIVISION OF CAPITAL CONSTRUCTION

AND FACILITIES MAINTENANCE

R E

N O

V A

T I O

N

I G

H T

P

I

R

A C

C E

S S

I B

I L I

T

R

S E

Y

R

R

R E

C T I O

N A

L

F A

C I L I

R C

F

J E

S S

U P

M

A R

Y L A

N D

DEMOLITION PLAN

1/8" = 1'-0"

FLOOR PLAN

1/8" = 1'-0"

EXISTING STORM DRAIN MANHOLE

EXISTING STORM DRAIN MANHOLE

EXISTING STORM DRAIN PIPE

EXISTING WEIGHT PIT FENCE

E X

I S

T I N

G

S

L O

P E

REMOVE (+/- 1600 SF) EXISTING RUBBER MULCH INSIDE THE WEIGHT PIT FENCING

EXCAVATE (+/- 1600 SF) 6.5" DEEP OF EXISTING SOIL INSIDE THE WEIGHT PIT FENCING

TO FACILITATE THE INSTALLATION OF THE MAXPLAY POUR-IN-PLACE SAFETY SURFACE

EXISTING STORM DRAIN MANHOLE

EXISTING STORM DRAIN MANHOLE

EXISTING STORM DRAIN PIPE

EXISTING WEIGHT PIT FENCE

E X

I S

T I N

G

S

L O

P E

PREPARE THE UNEARTHED SOIL INSIDE THE FENCING TO BE COMPACTED TO 95%.

THE EXISTING SLOPE IS TO BE MAINTAINED.

NEW TRENCH DRAIN, SLOPED TOWARD THE CENTER, TO BE CONNECTED

THROUGH THE 8" NO-HUB BOTTOM OUTLET AND 8" PVC PIPING,

TO THE EXISTING STORM DRAIN PIPE.

BASIS OF DESIGN: ZURN Z874-18

8" PVC PIPING CONNECTION

INSTALL 4" DEEP OF 3/4" AGGREGATE STONE BASE

INSTALL 2.5" THICK HEAVY DUTY SURFACE

BASIS OF DESIGN: MAXPLAY POUR-IN-PLACE SAFETY SURFACE

EXISTING SIDEWALK

EXISTING SIDEWALK

EXCAVATE EXISTING SOIL TO FACILITATE THE INSTALLATION OF

PRESLOPED 18" TRENCH DRAIN AND CONCRETE ENCLOSURE

EXCAVATE EXISTING SOIL TO FACILITATE THE INSTALLATION OF 4" CONCRETE SLAB

WITH 4" DEEP STONE BASE

10'5'0 20'

10'5'0 20'

WEST SIDE

WEST SIDE

DETAIL

1" = 1'-0"

12"6"0 24"

3/4" AGGREGATE STONE BASE

MAXPLAY POUR-IN-PLACE

SAFETY SURFACE

1/2" EXPANSION JOINT

ZURN Z874-18 TRENCH DRAIN AND

GRATE. MIN. 4 TAMPER PROOF

SECURITY BOLTS PER GRATE.

INSTALL AT VALLEY

OF EXISTING GRADE SLOPE

1/2" EXPANSION JOINT

EX. GRADE

SLOPE

EX. SIDEWALK SLOPE

1'-6"

NEW 4" CONCRETE SIDEWALK

WITH 4" DEEP OF 3/4"

AGGREGATE STONE BASE

BELOW. ELEVATION FLUSH

WITH EXISTING SIDEWALK

1/2" EXPANSION JOINT

EXISTING FENCE, BEYOND

DETAIL

1" = 1'-0"

12"6"0 24"

1'-6"

3/4" AGGREGATE STONE BASE

MAXPLAY POUR-IN-PLACE

SAFETY SURFACE.

EXISTING FENCE

TAPERERED EDGE

WITH 1/2" x 1/2" KEYWAY.

EXISTING GRADE

TRENCH DRAIN DETAIL

1" = 1'-0"

12"6"0 24"

EXISTING GRADE

ZURN Z874-18 TRENCH DRAIN

AND GRATE. ELEVATION FLUSH

WITH EXISTING SIDEWALK

8" PVC PIPE

P874-(X)-U NO-HUB BOTTOM

OUTLET FOR CHANNEL

EXISTING STORM DRAIN PIPE

2'-7"

E X

I S

T I N

G

S L O

P

NO. DATE

REVISIONS

DESCRIPTION

CONTRACT NO.

DATE:

IN ASSOCIATION WITH DESIGNED

DRAWN

CHECKED

DRAWING NO.

C

Civil Engineer/Landscape Architecture

Structural Engineer

Mechanical/Plumbing Engineers Electrical Engineers Security Consultants

Geotechnical Engineers

LEED Consultant

SEAL :

PROFESSIONAL CERTIFICATION.

I HEREBY CERTIFY THAT THESE

DOCUMENTS WERE PREPARED OR

APPROVED BY ME, AND THAT I AM A DULY

LICENSED PROFESSIONAL ENGINEER

UNDER THE LAWS OF THE STATE OF

MARYLAND, LICENSE NO. 19533,

EXPIRATION DATE: 02-05-2014

ARCHITECTS I PLANNERS I ENGINEERS I

CONSTRUCTION CONSULTANTS

9200 Rumsey Road, Suite 205 Columbia, Maryland 21045.

Phone 410 992 3424 I Fax 410 992 1837 I www.aeati.com

KJC-000-100-C01

ATI 2011-006

SUSTAINABILITY BY DESIGN

EBA ENGINEERING INC.

KENNEDY PORTER AND ASSOCIATES INC.

MIN ENGINEERING INC.

MIN ENGINEERING INC. & SIDHU ASSOCIATES INC.

ARCHISEC INC.

FINDLING INC.

Food Service ConsultantR&R DESIGNER INC.

These drawings are the property of the architects, ATI, Inc.

Unauthorized reproduction for any purpose is an infringement upon copyright laws. Violators will be subject to prosecution by the 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.

MT

MT

HPGENERAL CONTRACTOR (PRIME DBT)

P. J. DICK, INC.

DESIGN-BUILD MINIMUM SECURITY 560 BED FACILITY

JESSUP, MD

DORSEY RUN CORRECTIONAL FACILITY, PHASE 1

SET SHEET ___ OF ___SET SHEET ___ OF ___186

FEBRUARY 10, 2012

STAGE 1

SITE PLAN

C-3

I-1

I-2

I-3

I-4

I-5

I-6

I-7

I-8

I-9

I-11

I-12

I-14

I-16

I-17

I-21

I-22

I-23

I-24

EW-102

I-35

I-34

I-31

I-32

I-33

I-25

EW-101

HW-101

I-27

I-26

EW-103

EW-104

INSTALL END SECTION

AND RIPRAP (EL. 182.75)

181.0

181.2

181.8

181.2

181.7

SET SHEET ___ OF ___

NO. DATE

REVISIONS

DESCRIPTION

CONTRACT NO.

DATE: FEBRUARY 10, 2012

DESIGN-BUILD MINIMUM SECURITY 560 BED FACILITY

JESSUP, MD

DORSEY RUN CORRECTIONAL FACILITY, PHASE 1

IN ASSOCIATION WITH DESIGNED

DRAWN

CHECKED

DRAWING NO.

C

Civil Engineer/Landscape Architecture

Structural Engineer

Mechanical/Plumbing Engineers Electrical Engineers Security Consultants

Geotechnical Engineers

LEED Consultant

SEAL :

ARCHITECTS I PLANNERS I ENGINEERS I

CONSTRUCTION CONSULTANTS

9200 Rumsey Road, Suite 205 Columbia, Maryland 21045. Phone 410 992 3424 I Fax 410 992 1837 I www.aeati.com

KJC-000-100-C01

ATI 2011-006

SUSTAINABILITY BY DESIGN

EBA ENGINEERING INC.

KENNEDY PORTER AND ASSOCIATES INC.

MIN ENGINEERING INC.

MIN ENGINEERING INC. & SIDHU ASSOCIATES INC.

ARCHISEC INC.

FINDLING INC.

Food Service ConsultantR&R DESIGNER INC.

These drawings are the property of the architects, ATI, Inc.

Unauthorized reproduction for any purpose is an infringement upon copyright laws. Violators will be subject to prosecution by the 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.

GENERAL CONTRACTOR (PRIME DBT)

P. J. DICK, INC.

AS-BUILT

7-30-2013

AS-BUILT DRAWINGS HAVE BEEN COMPILED FROM MARK-UPS OBTAINED

FROM THE CONTRACTOR. CONSULTANT MAKES NO WARRANTY OR

GUARANTEE AS TO THE ACCURACY OR THE ACTUAL AS-BUILT FIELD

CONDITIONS. THIS DRAWING SHALL NOT BE CONSTRUED AS ALL INCLUSIVE

AND ALL SUBSEQUENT WORK SHALL BE FIELD VERIFIED.

AS-BUILT DRAWINGS:

SITE PLAN - STAGE 2

C-6

(GRADING AND STORMDRAIN)

1 05/29/12 CONC. THICKNESS

SET SHEET ___ OF ___

NO. DATE

REVISIONS

DESCRIPTION

CONTRACT NO.

DATE: FEBRUARY 10, 2012

DESIGN-BUILD MINIMUM SECURITY 560 BED FACILITY

JESSUP, MD

DORSEY RUN CORRECTIONAL FACILITY, PHASE 1

IN ASSOCIATION WITH DESIGNED

DRAWN

CHECKED

DRAWING NO.

C

Civil Engineer/Landscape Architecture

Structural Engineer

Mechanical/Plumbing Engineers Electrical Engineers Security Consultants

Geotechnical Engineers

LEED Consultant

SEAL :

ARCHITECTS I PLANNERS I ENGINEERS I

CONSTRUCTION CONSULTANTS

9200 Rumsey Road, Suite 205 Columbia, Maryland 21045. Phone 410 992 3424 I Fax 410 992 1837 I www.aeati.com

KJC-000-100-C01

ATI 2011-006

SUSTAINABILITY BY DESIGN

EBA ENGINEERING INC.

KENNEDY PORTER AND ASSOCIATES INC.

MIN ENGINEERING INC.

MIN ENGINEERING INC. & SIDHU ASSOCIATES INC.

ARCHISEC INC.

FINDLING INC.

Food Service ConsultantR&R DESIGNER INC.

These drawings are the property of the architects, ATI, Inc.

Unauthorized reproduction for any purpose is an infringement upon copyright laws. Violators will be subject to prosecution by the 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.

GENERAL CONTRACTOR (PRIME DBT)

P. J. DICK, INC.

AS-BUILT

7-30-2013

AS-BUILT DRAWINGS HAVE BEEN COMPILED FROM MARK-UPS OBTAINED

FROM THE CONTRACTOR. CONSULTANT MAKES NO WARRANTY OR

GUARANTEE AS TO THE ACCURACY OR THE ACTUAL AS-BUILT FIELD

CONDITIONS. THIS DRAWING SHALL NOT BE CONSTRUED AS ALL INCLUSIVE

AND ALL SUBSEQUENT WORK SHALL BE FIELD VERIFIED.

AS-BUILT DRAWINGS:

C-14

SCALE

HORIZONTAL 1" =40'

VERTICAL 1" =4'

STORM DRAIN PROFILE