01__Drawings.pdf

VICINITIY MAP

SCALE: N.T.S.

Copyright © 2021 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the expressed written agreement of Pond & Company.

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SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

DATE:

SHEET TITLE

DRAWING ISSUE

EOR/AOR SEAL

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

ORIGINAL SHEET SIZE:

24" X 36"

PROJECT NAME

3 4 5

C

B

A

U.S. Fish & Wildlife Service

1875 CENTURY BLVD

SUITE 310

ATLANTA, GA 30345

/1

/2

:1

:5

A

M B

IM

/1

C a p e

R o m a in

/1

C

A P

E R

O M

A

IN

M

E P v

.r v t

100% DESIGN SUBMITTAL - NOT FOR

CONSTRUCTION

GARRIS LANDING WATER SYSTEM DESIGN MODIFICATIONS

100% DESIGN SUBMITTAL - NOT FOR CONSTRUCTION

08/13/2021

G-001

COVER

SHEET

JLN

GWO

GWO

JNL

08/13/2021

PROJECT # 1210131

GARRIS

LANDING

WATER

SYSTEM

DESIGN

MODIFICATIONS

CAPE ROMAIN NATIONAL WILDLIFE REFUGE

5801 HWY 17 NORTH

AWENDAW, SC 29429

CAPE ROMAIN

NATIONAL WILDLIFE

REFUGE

5801 HWY 17 NORTH

AWENDAW, SC 29429

MECHANICAL

ENGINEER

STAMPS AND SIGNATURES AFFIXED ABOVE INDICATE OFFICIAL APPROVAL OF THE

APPLICABLE DISCIPLINE DRAWINGS IN THIS SET AS INDEXED ON THE SHEET INDEX PAGE.

SHEET INDEX

SHEET

NUMBER SHEET NAME

GENERAL

G-001 COVER SHEET

PLUMBING

P-001 PLUMBING GENERAL NOTES, ABBREVIATIONS, LEGENDS AND SITE PLAN

P-101 PLUMBING PLAN

PD101 PLUMBING DEMOLITION PLAN

FACILITY MANAGEMENT CONTACT:

SARAH DAWSEY, REFUGE MANAGER

U.S. FISH & WILDLIFE SERVICE

CAPE ROMAIN NATIONAL WILDLIFE REFUGE

5801 HWY 17 NORTH

AWENDAW, SOUTH CAROLINA 29429

OFFICE NUMBER: 843-928-3264 EXT. 213

EMAIL: SARAH_DAWSEY@FWS.GOV

USFWS PROJECT MANAGER CONTACT:

BRIAN ELLINGTON, P.E.

USFWS INFRASTRUCTURE MANAGEMENT

DIVISION

1875 CENTURY BLVD

ATLANTA,GA 30345

PHONE NUMBER: 404-545-5999

EMAIL: BRIAN_ELLINGTON@FWS.GOV

US FWS CONTACTS:

MECHANICAL ENGINEER

JENNIFER NAIZER

POND AND COMPANY

3500 PARKWAY LANE, SUITE 500

PEACHTREE CORNERS, GA 30092

PHONE (678) 336-7740

FAX (678) 336-7744

MECHANICAL DESIGN TEAM

CONTRACT NUMBER: 140F0418D0001

M A

R K

D E

S C

R

IP

T

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N D

A T

E

1. THE PURPOSE OF THIS PROJECT IS TO MODIFY THE EXISTING POTABLE WATER

DISTRIBUTION SYSTEM IN USE AT THE GARRIS LANDING MAINTENANCE AND BOAT LAUNCH

UNIT TO SPECIFICALLY REMOVE THE HYDROGEN SULFIDE (H2S) ATTRIBUTES OF THE WELL

WATER.

2. NO WORK SHALL BE DONE WITHOUT PERMIT APPROVAL FROM THE SOUTH CAROLINA

DEPARTMENT OF HEALTH AND ENVIRONMENTAL CONTROL. A COPY OF THE FORMAL

PERMIT SHALL BE ATTACHED WITH THE CONSTRUCTION CONTRACT PACKAGE.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERMIT CLOSEOUT WITH DHEC

FOLLOWING THE INSTALLATION OF THE NEW TREATMENT SYSTEM TO INCLUDE ANY

WATER SAMPLING AND/OR ENGINEERING SIGNOFFS REQUIRED.

MECHANICAL DESIGN TEAM

SITE MAP

SCALE: N.T.S.

TRUE

NORTH

TRUE

NORTH

PROJECT

SITE

PROJECT

SITE

PERMIT NO.: 35269-WS

PERMIT OFFICIAL: SOUTH CAROLINA

DEPARTMENT OF HEALTH AND ENVIRONMENTAL

CONTROL

DESIGN PERMIT INFORMATION:

PLUMBING LEGEND:

DIRECTION OF FLOW

PIPE TURNED DOWN

PIPE TURNED UP

RISE OR DROP

BRANCH BOTTOM CONNECTION

TEE OUTLET UP

TEE OUTLET DOWN

CAP ON END OF PIPE

PIPING BELOW FLOOR OR GRADE

POTABLE / DOMESTIC COLD WATER PIPING

FLOW MEASURING / BALANCING / SHUT-

OFF VALVE

BALL VALVE

CHECK VALVE

GATE VALVE

STRAINER

UNION

PLUMBING ABBREVIATIONS:PLUMBING GENERAL NOTES:

1. THE PURPOSE OF THIS PROJECT IS TO MODIFY THE EXISTING POTABLE WATER DISTRIBUTION SYSTEM IN USE AT THE GARRIS LANDING MAINTENANCE AND BOAT LAUNCH UNIT TO SPECIFICALLY REMOVE THE HYDROGEN SULFIDE (H2S)

ATTRIBUTES OF THE WELL WATER.

2. NO WORK SHALL BE DONE WITHOUT PERMIT APPROVAL FROM THE SOUTH CAROLINA DEPARTMENT OF HEALTH AND ENVIRONMENTAL CONTROL (DHEC). A COPY OF THE FORMAL PERMIT SHALL BE ATTACHED WITH THE CONSTRUCTION

CONTRACT PACKAGE.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERMIT CLOSEOUT WITH DHEC FOLLOWING THE INSTALLATION OF THE NEW TREATMENT SYSTEM TO INCLUDE ANY WATER SAMPLING AND/OR ENGINEERING SIGNOFFS REQUIRED.

4. THE CONTRACTOR SHALL POST "WATER SERVICE INOPERABLE" AND/OR "BOIL WATER ADVISORY" NOTICES IN ALL PLACES

OF CONSUMPTION SERVED BY THIS SYSTEM WHILE CONSTRUCTION ACTIVITES ARE IN EFFECT.

5. PLUMBING WORK SHALL BE IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE, INTERNATIONAL PLUMBING CODE

AND ALL LOCAL CODES AND ORDINANCES.

6. WHERE CONNECTING TO A UTILITY OR SERVICE, VERIFY LOCATION, SIZES, MATERIALS, FLUID BEING HANDLED, AND INVERTS OF ALL EXISTING UTILITIES AND CONFIRM THAT NEW PIPES BEING ROUTED TO EXISTING UTILITIES CAN BE INSTALLED CONFORMING TO CODE AND AS SHOWN. NOTIFY THE OWNER OF ANY CONFLICTS OR DISCREPANCIES PRIOR TO PURCHASING ANY MATERIALS OR PERFORMING ANY WORK OR EXTENSION OF CONNECTION, WITH THE EXCEPTION OF

EXCAVATION OR OTHER WORK TO PROVIDE ACCESS TO THE CONCEALED UTILITY.

7. PROVIDE PIPE IDENTIFICATION, AND OTHER REQUIREMENTS AS LISTED IN SPECIFICATIONS.

8. ALL PLUMBING EQUIPMENT AND SYSTEMS SHALL BE GUARANTEED FOR A MINIMUM PERIOD OF ONE YEAR AFTER OWNER'S

FINAL ACCEPTANCE.

9. NOT ALL PLUMBING ABBREVIATIONS SHOWN WILL BE USED FOR THIS PROJECT.

10. ALL EXISTING PIPING AND EQUIPMENT SHALL REMAIN IN SERVICE UNLESS NOTED OTHERWISE.

BRANCH TOP CONNECTION

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

B/G BELOW GRADE

BLDG BUILDING

BV BALL VALVE

CONT. CONTINUATION

CV CHECK VALVE

CONTR CONTRACTOR

CW COLD WATER (POTABLE / DOMESTIC)

D DRAIN PIPING

DEG. DEGREES

DN DOWN

DWGS DRAWINGS

GC GENERAL CONTRACTOR

GPM GALLONS PER MINUTE

HB HOSE BIBB

IBC INTERNATIONAL BUILDING CODE

IPC INTERNATIONAL PLUMBING CODE

MFG MANUFACTURER

NIC NOT IN CONTRACT

P, PLBG PLUMBING

PDI PLUMBING DRAINAGE INSTITUTE

PSI POUNDS PER SQUARE INCH

SOV SHUT-OFF VALVE

STR STRAINER

TYP TYPICAL

U/G UNDERGROUND

WHA WATER HAMMER ARRESTOR

W/O WITHOUT

W/ WITH

DEMOLISHED

CONNECT TO EXISTING

SHEET NAMING CONVENTION

P-001A

2 DIGIT SEQUENTIAL # (01-99)

(FIRST DIGIT INDICATES PLAN

TYPE. SECOND DIGIT INDICATES

FLOOR)

1 DIGIT SHEET TYPE DESIGNATOR

0 - GENERAL

1 - PLANS

2 - ELEVATIONS

3 - SECTIONS

4 - ENLARGED PLANS

5 - DETAILS

6 - SCHEDULES AND DIAGRAMS

7 - VARIES

8 - VARIES

9 - 3D VIEWS (ISO, PERSPECTIVES)

2 DIGIT DISCIPLINE

DESIGNATOR

(IF ONLY ONE LETTER IS

USED, THE SECOND

LETTER IS REPLACED

WITH A DASH "-" AS A

PLACEHOLDER)**

1 DIGIT AREA

DESIGNATOR

(AREA DESIGNATOR

ONLY USED WHEN

PLANS ARE SUBDIVIDED

INTO AREAS.)

MAIN CREW BUILDING

LAUNDRY BUILDING

PUMP HOUSE

A1

P-101

C1

PD101

Copyright © 2021 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the expressed written agreement of Pond & Company.

1 2

D

SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

DATE:

SHEET TITLE

DRAWING ISSUE

EOR/AOR SEAL

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

ORIGINAL SHEET SIZE:

24" X 36"

PROJECT NAME

3 4 5

C

B

A

U.S. Fish & Wildlife Service

1875 CENTURY BLVD

SUITE 310

ATLANTA, GA 30345

/1

/2

:1

:5

A

M B

IM

/1

C a p e

R o m a in

/1

C

A P

E R

O M

A

IN

M

E P v

.r v t

100% DESIGN SUBMITTAL - NOT FOR

CONSTRUCTION

P-001

PLUMBING

GENERAL

NOTES,

ABBREVIATIONS,

LEGENDS

AND SITE

PLAN

JLN

GWO

GWO

JNL

08/13/2021

PROJECT # 1210131

GARRIS

LANDING

WATER

SYSTEM

DESIGN

MODIFICATIONS

CAPE ROMAIN

NATIONAL WILDLIFE

REFUGE

5801 HWY 17 NORTH

AWENDAW, SC 29429

NOTES:

1. EXISTING EQUIPMENT IS SHOWN WITH THIN LINEWORK.

2. DEMOLISHED EQUIPMENT IS SHOWN WITH BOLD LINEWORK,

DASHED, AND HATCHED.

3. NEW OR RELOCATED EQUIPMENT IS SHOWN WITH BOLD

LINEWORK.

4. BELOW IS AN EXAMPLE OF EACH:

EXISTING EQUIPMENT

EQUIPMENT TO BE DEMOLISHED

NEW OR RELOCATED EQUIPMENT

SCALE: 1/8" = 1'-0"A1

PLUMBING SITE PLAN

M A

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N D

A T

E

(E) 2" CW

(E) 3" CW

(E) 2"

(E) 2" CW

(E) 2" CW

EXISTING HYDROPNEUMATIC

TANK TO REMAIN

EXISTING PUMPS

TO REMAIN

EXISTING U/G 3" WATER

SUPPLY FROM EXISTING

WELL

EXISTING U/G 2" WATER

SUPPLY TO OTHER BUILDING

(E) 2" CW

(E) 2" DEXISTING 2" TANK

DRAIN LINE TO REMAIN

EXISTING 2" D THRU

WALL, SPILLS ON GRADE

TRU

E N

PLAN

NORTH

Copyright © 2021 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the expressed written agreement of Pond & Company.

1 2

D

SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

DATE:

SHEET TITLE

DRAWING ISSUE

EOR/AOR SEAL

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

ORIGINAL SHEET SIZE:

24" X 36"

PROJECT NAME

3 4 5

C

B

A

U.S. Fish & Wildlife Service

1875 CENTURY BLVD

SUITE 310

ATLANTA, GA 30345

/1

/2

:4

:2

P

M B

IM

/1

C a p e

R o m a in

/1

C

A P

E R

O M

A

IN

M

E P v

.r v t

100% DESIGN SUBMITTAL - NOT FOR

CONSTRUCTION

PD101

PLUMBING

DEMOLITION

PLAN

JLN

GWO

GWO

JNL

08/13/2021

PROJECT # 1210131

GARRIS

LANDING

WATER

SYSTEM

DESIGN

MODIFICATIONS

CAPE ROMAIN

NATIONAL WILDLIFE

REFUGE

5801 HWY 17 NORTH

AWENDAW, SC 29429

SHEET NOTES:

1. REFER TO P-001 FOR PLUMBING GENERAL NOTES, ABBREVIATIONS,

AND LEGENDS.

SCALE: = 1'-0"3/8"

0 2 4 62

SCALE: 3/8" = 1'-0"C1

PUMP HOUSE DEMOLITION PLAN

DEMOLITON KEYNOTES:

1. EXISTING 3000 GALLON WATER TANK AND AIR STRIPPER TO BE DEMOLISHED.

2. EXISTING BLOWERS AND AIR FILTER TO BE DEMOLISHED.

3. EXISTING PIPING TO BE DEMOLISHED. PATCH HOLES IN EXISTING BUILDING WALLS

WHERE PIPES ARE DEMOLISHED.

4. EXISTING CW TO BE DEMOLISHED DOWNSTREAM OF EXISTING 2" CPVC BALL VALVE,

EXISTING BALL VALVE TO REMAIN FOR CONNECTION TO NEW WORK.

5. DEMOLISH CONDUCTORS AND CONDUIT BACK TO SOURCE PANEL. SPARE OUT

EXISTING BREAKERS FOR FUTURE USE BY CLIENT.

6. EXISTING ELECTRICAL CIRCUIT AND CONDUIT SERVING EXISITNG TO REMAIN

EQUIPMENT SHALL REMAIN IN SERVICE AND PROTECTED DURING CONSTRUCTION.

DEMOLITION NOTES:

1. EXISTING PLUMBING SYSTEMS, EQUIPMENT, PIPING AND COMPONENTS SHALL REMAIN

UNLESS INDICATED TO BE DEMOLISHED.

2. EXISTING UNDERGROUND PIPING SHOWN AS DEMOLISHED MAY BE ABANDONED IN

PLACE WHERE IT DOESN'T INTERFERE WITH NEW WORK.

3. EXISTING EQUIPMENT, PIPING AND COMPONENTS TO BE DEMOLISHED SHALL BECOME

THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE SITE AT THE

OWNER'S DISCRETION.

4. THE CONTRACTOR SHALL REMOVE ALL SUPPORTING FACILITIES NO LONGER NEEDED

OR MADE OBSOLETE BY NEW WORK. SUCH REMOVEL INCLUDES BUT IS NOT LIMITED TO

PIPING, SUPPORTS, VALVES, ETC.

M A

R K

D E

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IP

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2 4

SCALE: N.T.S.A1

PHOTOGRAPGS OF EXISTING CONDITIONS

(E) 2" CW

(E) 3" CW

(E) 2" CW

2" CW

2" CW

(E) 2" CW

EXISTING HYDROPNEUMATIC

TANK TO REMAIN

EXISTING PUMPS

TO REMAIN

EXISTING U/G 3" WATER

SUPPLY FROM EXISTING

WELL

EXISTING U/G 2" WATER

SUPPLY TO OTHER BUILDING

(E) 2" CW

1" D

1" D

(E) 2" D

3 3

EXISTING 2" TANK

DRAIN LINE TO REMAIN

EXISTING 2" D THRU

WALL, SPILLS ON GRADE

4 4

(E) 2" CW

2" CW

2" CW

(E) 3" CW

(E) 2" CW

(E) 2" CW

(E) 2" CW

2" CW

2" CW

2" CW

2" CW

2" CW

2" CW2" CW

(E) 2" CW

1" D

1" D

(E) 2" D

(E) 2" BV

TRU

E N

PLAN

NORTH

Copyright © 2021 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the expressed written agreement of Pond & Company.

1 2

D

SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

DATE:

SHEET TITLE

DRAWING ISSUE

EOR/AOR SEAL

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

ORIGINAL SHEET SIZE:

24" X 36"

PROJECT NAME

3 4 5

C

B

A

U.S. Fish & Wildlife Service

1875 CENTURY BLVD

SUITE 310

ATLANTA, GA 30345

/1

/2

:1

:0

A

M B

IM

/1

C a p e

R o m a in

/1

C

A P

E R

O M

A

IN

M

E P v

.r v t

100% DESIGN SUBMITTAL - NOT FOR

CONSTRUCTION

P-101

PLUMBING

PLAN

JLN

GWO

GWO

JNL

08/13/2021

PROJECT # 1210131

GARRIS

LANDING

WATER

SYSTEM

DESIGN

MODIFICATIONS

CAPE ROMAIN

NATIONAL WILDLIFE

REFUGE

5801 HWY 17 NORTH

AWENDAW, SC 29429

SCALE: = 1'-0"3/8"

0 2 4 62

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SCALE: 3/8" = 1'-0"A1

PUMP HOUSE PLUMBING PLAN

SCALE: N.T.S.A4

RISER DIAGRAM

SHEET NOTES:

1. REFER TO P-001 FOR PLUMBING GENERAL NOTES, ABBREVIATIONS, AND LEGENDS.

2. THE EXISTING HYDROPNEUMATIC TANK AND PIPING TO REMAIN SHALL BE THOROGHLY

FLUSHED AND DISINFECTED.

3. NEW WATER TREATMENT FILTERS SHALL BE INSTALLED IN ACCORDANCE WITH THE

MANUFACTURER'S INSTRUCTIONS. THE FILTRATION SYSTEM SHALL BE INSPECTED,

TESTED AND ADJUSTED AS NECESSARY BY A QUALIFIED MANUFACTURER'S

REPRESENTATIVE.

4. PROVIDE TRAINING BY A QUALIFIED MANUFACTURER'S REPRESENTATIVE FOR

OPERATION AND MAINTENANCE OF NEW WATER TREATMENT FILTERS.

KEYNOTES:

1. NEW WATER TREATMENT FILTER. BASIS OF DESIGN: KINETICO 2060f SULFER GUARD, 1

1/2" CW INLET AND OUTLET, 1/2" REGENERANT TANK DRAIN, TWO (2) REQUIRED.

2. NEW NORMALLY CLOSED BYPASS VALVE.

3. 1/2" DRAIN DISCHARGE FROM REGENERANT TANK, CONNECT TO 1" DRAIN LINE.

4. EXISTING ELECTRICAL CIRCUIT AND CONDUIT SERVING EXISITNG TO REMAIN

EQUIPMENT SHALL REMAIN IN SERVICE AND PROTECTED DURING CONSTRUCTION.

5. CONNECT NEW 2" CW TO EXISTING CW BALL VALVE.

6. CONNECT NEW 2" CW TO EXISTING PUMP SUCTION MANIFOLD.