05_1-CU1.01_UTILITY_PLAN_-_PHASE_1.pdf

BLDG 1465

NORTH

TPF

FFE=22.50

SOUTH

TPF

FFE=22.50

COMMAND TPF

FFE = 22.50

CO CO

CO

CO

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H A

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1-CU1.01

1. ALL EXISTING UTILITIES HAVE

BEEN INDICATED TO THE

GREATEST EXTENT AVAILABLE

TO THE ENGINEER. THE

CONTRACTOR IS RESPONSIBLE

FOR OBTAINING THE EXACT

LOCATION OF THE UTILITIES

PRIOR TO STARTING WORK.

2. WATER LINES SHALL BE

INSTALLED AT 30" MINIMUM

DEPTH.

3. ALL METAL FITTINGS AND

APPURTENANCES BE COATED

TO PREVENT CORROSION.

4. ANY PAVEMENT REMOVED DUE

TO UTILITY TRENCHING SHALL

BE REPLACED TO MATCH

EXISTING. FOLLOW APPLICABLE

PAVEMENT DETAILS AND

SPECIFICATIONS.

5. MAINTAIN A MINIMUM OF 10'

SEPARATION BETWEEN

DOMESTIC WATER SERVICE

AND SANITARY SERVICE LINES.

6. REFER TO LOW-VOLTAGE SITE

PLAN (T1-10) FOR

COMM-SYSTEM ROUTING TO

THE THE TPFS.

NOTES

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JE DUNN + HWA

NATIONAL HEALTHCARE DEISGN-BUILD TEAM

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LEGEND

A1/CU5.02 RESTRAINED JOINT

A3/CU5.02 POST-INDICATOR VALVE

A5/CU5.02 WATER METER

INSTALLATION

C1/CU5.01 GCEC WATER GATE

VALVE & BOX

C1/CU5.02 8" NYLOPLAST

C2/CU5.01 CONCRETE MANHOLE

ADAPTER

C2/CU5.02 DOWNSPOUT

CONNECTION

C3/CU5.01 GCEC 6' BACKFLOW

INSTALLATION

C5/CU5.01 FIRE HYDRANT

ASSEMBLY

C5/CU5.02 GCEC 2" BACKFLOW

INSTALLATION

E1/CU5.01 CLEANOUT

E2/CU5.01 SADDLE TEE

DETAILSDTL#

SHT

EXISTING MEDICAL CENTER

LAYDOWN AREA

N

20 40

SCALE: 1" = 20'-0"

TIE INTO EXISTING

SANITARY MAIN

FL: 15.71'

C5

CU5.01

A1

CU5.02

= UNDER GROUND

COMMUNICATIONS

LINE

= FIBER OPTICS LINE

= OVERHEAD

ELECTRICAL LINE

= NATURAL GAS LINE

= WATER LINE

= FIRE PROTECTION

WATER SUPPLY

LINE

= SANITARY SEWER

LINE

= STORM DRAIN LINE

CONNECT TO EXISTING

WATER MAIN

1-8"X8"x6" MJ TEE WITH

MEGALUG RESTRAINTS

1.5 CU. YD. OF 57 STONE

CONNECT TO EXISTING

WATER MAIN

1-8"X8"x6" MJ TEE WITH

MEGALUG RESTRAINTS

1.5 CU. YD. OF 57 STONE

CONNECT TO EXISTING

WATER MAIN

1-6"x6"x2" TEE M.J.

1.5 CU. YD. 57 STONE

TIE IN FIRE

SERVICE TO TPF

INSTALL 179.5 LF OF 6" PVC

SANITARY LINE @ 1%

INSTALL 185 LF OF

2" PVC WATER LINE

INSTALL 199.8 LF OF 8" PVC

SANITARY LINE @ 1%

C2

CU5.02

TIE INTO EXISTING 6"

STORM LINE

INVERT: 13.17'

6" PVC ROOF DRAIN LINE

INVERT: 13.53'

TIE INTO TPF

SANITARY LINE

FL: 17.10'

EXISTING SANITARY MANHOLE

IN(NW)=10.33'

IN(NE)=10.33'

OUT(SW) = 10.23'

E1

CU5.01

C2

CU5.01

ABOVE GROUND

6" BFP BY GCEC.

SEE DETAIL

C3/CU5.02

1-6"X6"x2" MJ TEE

TIE IN DOMESTIC WATER

SERVICE TO TPF.

SANITARY LINE TO BE

CENTERED BETWEEN

RAMP POSTS.

140 LF OF 6" PVC SANITARY LINE @ 1%

135 LF OF 6" PVC WATER LINE

70 LF OF 2" PVC WATER SERVICE

PROPOSED SANITARY MANHOLE

IN(NW)=12.83

OUT(SE)=12.33

INVERT: 14.63'

CONNECT SANITARY SERVICE TO

CONSTRUCTION TRAILER WITH 6'

PVC WYE.

CONNECT SANITARY SERVICE TO

CONSTRUCTION TRAILER WITH 6' PVC WYE.

2'X2' WATER

METER BOX

SEE DETAIL

A5/CU5.02

ABOVE GROUND 2"

BFP BY GCEC.

SEE DETAIL

C5/CU5.02

A1

CU5.02

A1

CU5.02

C2

CU5.02

C1

CU5.01

C1

CU5.01

C1

CU5.01

CONNECT WATER SERVICE TO CONSTRUCTION

TRAILERS USING 2"x2"x2" PVC TEE.

ABOVE GROUND 2"

BFP BY GCEC.

SEE DETAIL

C5/CU5.02

2'X2' WATER

METER BOX

SEE DETAIL

A5/CU5.02

C1

CU5.02

C1

CU5.02

C2

CU5.02

C2

CU5.02

EXISTING SEWER MANHOLE

RIM EL: 19.91'

OUT(SE, 6" PVC): 16.01'

CONNECT TO EXISTING

WATER MAIN

1-8"X8"x6" MJ TEE WITH

MEGALUG RESTRAINTS

1.5 CU. YD. OF 57 STONE

A1

CU5.02

C1

CU5.01

EXISTING SEWER MANHOLE

RIM EL: 19.67

IN(NE, 6" PVC): 14.19'

OUT(SE, 6" PVC): 14.12'

TIE INTO EXISTING

SANITARY MAIN

FL: 14.45

1-6"X6"x2" MJ TEE

ABOVE GROUND

6" BFP BY GCEC.

SEE DETAIL

C3/CU5.02

2'X2' WATER

METER BOX

SEE DETAIL

A5/CU5.02

80 LF OF 6" PVC SANITARY LINE @ 1%

ABOVE GROUND 2"

BFP BY GCEC.

SEE DETAIL

C5/CU5.02

WATER MAIN HAS BEEN IDENTIFIED AS AN

ASBESTOS-CONTAINING MATERIAL. CONTRACTOR IS

RESPONSIBLE FOR ABIDING BY ALL APPLICABLE

STANDARDS ASSOCIATED WITH TYING INTO IN A

WATER MAIN WITH ASBESTOS CONTAINING MATERIAL.

INVERT: 14.50'

INVERT: 13.85'

INVERT: 13.55'

E1

CU5.01

E1

CU5.01

E1

CU5.01

MAINTAIN 3' SEPARATION BETWEEN

PROPOSED ROOF DRAINS AND EXISTING

SANITARY SEWERS.

A3

CU5.02

A3

CU5.02

AM

EN

DM

EN

T 0

/15 /20

AM

EN

DM

EN

T 0

/28 /20

APPROXIMATE UNDERGROUND FUEL TANK LOCATION

BASED ON 1965 RECORD DRAWINGS. CONTRACTOR TO

FIELD VERIFY THAT WORK IN THIS AREA DOES NOT

INTERFERE WITH THE EXISTING INFRASTRUCTURE.

INSTALL ELECTRICAL CONDUIT (RE:ES1.01).

INSTALL CONDUITS ENCASED IN CONCRETE,

MINIMUM 3000 PSI COMPRESSIVE STRENGTH.

SURROUND CONDUITS WITH MINIMUM 6"

CONCRETE ON ALL SIDES. 3" SPACERS REQUIRED

BETWEEN ALL CONDUITS.