Drawings.pdf

THIS PROJECT

LARGE DETACHED

MAGAZINE

OFFICERS QUARTERS

FOUNDATION RUINS

ENGINEERING OFFICERS

QUARTER'S RUINS

SMALL DETACHED

MAGAZINE

TORTUGAS

HARBOR LIGHT

B A

R R

A C

K S

F O

U N

D A

T

IO

N R

U

IN

S

FORT JEFFERSON,

GARDEN KEY

RESIDENCE QUARTERS

ENGINEERING OFFICERS

QUARTER'S RESIDENCE

CISTERN

MAIN DOCK

COAL SHED RUINS

C O

A L

S H

E D

R U

IN

S

MOAT

MOAT

ENTRANCE BRIDGE

GULF OF MEXICO

ATLANTIC OCEAN

SEAPLANE BEACH

NORTH SWIM BEACH

SOUTH SWIM BEACH

TO BUSH KEY

ATLANTIC

OCEAN

GARDEN KEY, FLORIDA

SOUTHEAST

KEY WEST

SITE LOCATION

DRY TORTUGAS NATIONAL PARK

GARDEN KEY, FLORIDA

70 MILES

GULF OF

MEXICO

FLORIDA

LOGGERHEAD KEY

SITE LOCATION

DRY TORTUGAS NATIONAL PARK

FORT JEFFERSON, GARDEN KEY

NOT TO SCALE

Project Manager Date

QUALITY DESIGN CERTIFICATION

OR

OR

Development (Title I)

Prepared in Accordance with Design by Design Development (Title I)

Construction Drawing Not Preceded

Approved by Superintendent on

Variance from Design Development (Title I)

Drawing No.

Date

STATEREGION COUNTY

NAME OF PARK

TITLE OF PROJECTCROFT & ASSOCIATES -

PRIME / ARCH / MEP:

CROFT & ASSOCIATES

KENNESAW, GEORGIA

SheetMark REVISION Date Initial

LOCATION WITHIN PARK

NATIONAL PARK SERVICE

UNITED STATES

DEPARTMENT OF THE INTERIOR

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

CONSTRUCTION DOCUMENTS

PMIS/PKG NO.

/2

/2

:1

:4

A

M

REPLACE WASTEWATER TREATMENT

PLANT

FORT JEFFERSON AT GARDEN KEY

DRY TORTUGAS NATIONAL PARK

SOUTHEAST MONROE FLORIDA

1 16

XX

XXXXXX

DRTO 196743B

DRY TORTUGAS NATIONAL PARK

140P2019D0008

CIVIL:

HALE INNOVATION, LLC

MAITLAND, FLORIDA

REGION 2

DRTO 196743B

140P2019D0008

MATCH LINE MARK

DETAIL NUMBER

ELEVATION NUMBER

DRAWING NUMBER

SHEET NO. (WHERE SHOWN)

ELEVATION MARKS

X

XXXX

X

XXXX

LEGENDS & SYMBOLS:

SECTION NUMBER

XXXX

X

BUILDING SECTION

DETAIL

EXTERIOR ELEVATION

TITLES

SHEET NO. (WHERE SHOWN)

SHEET NO. (WHERE SHOWN)

SHEET NO. (WHERE SHOWN)

SECTION NUMBER

XXXX

X

WALL SECTION

SHEET NO. (WHERE SHOWN)

XXXX

X

CENTER LINE

GENERAL NOTES:

1. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE

SUPERVISION AND COORDINATION OF ALL

CONSTRUCTION PROCEDURES.

2. THESE PLANS SHOULD BE STUDIED AND USED IN THEIR

ENTIRETY AS INFORMATION VITAL TO EACH STAGE OF

CONSTRUCTION.

3. ALL WORK SHALL BE PERFORMED IN STRICT

ACCORDANCE WITH THE APPLICABLE CODES AND

ORDINANCES IN EFFECT AT THE TIME OF PERMIT. IN THE

EVENT OF A CONFLICT, THE MORE STRINGENT

REQUIREMENT SHALL GOVERN AND BE MET.

4. ALL DIMENSIONS SHALL BE VERIFIED BY THE

CONTRACTOR AND THE CONTRACTING OFFICER MUST

BE NOTIFIED OF ANY DISCREPANCIES BEFORE

PROCEEDING WITH THE WORK.

5. WHERE A DETAIL IS SHOWN FOR ONE CONDITION, IT

SHALL APPLY TO ALL LIKE OR SIMILAR CONDITIONS,

EVEN THOUGH NOT SPECIFICALLY MARKED ON THE

DRAWINGS.

6. THE GENERAL CONTRACTOR SHALL ENSURE THAT

CONSTRUCTION ENVIRONMENT IS MAINTAINED IN SUCH

A WAY TO INHIBIT MOLD AND MILDEW GROWTH.

7. THE GENERAL CONTRACTOR SHALL REMOVE PROMPTLY

AND LEGALLY ALL ACCUMULATED DEBRIS, PROTECT ALL

EXPOSED PORTIONS OF WORK FROM ELEMENTS, AVOID

OVER- LOADING STRUCTURE, AND SECURELY STORE

ALL ITEMS TO BE USED FOR CONSTRUCTION.

8. THE GENERAL CONTRACTOR SHALL VERIFY LOCATION

OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO

EXCAVATION.

9. THE GENERAL CONTRACTOR SHALL TAKE ALL

NECESSARY PRECAUTIONARY MEASURES TO PROTECT

THE PUBLIC AND ADJACENT PROPERTIES FROM

DAMAGE THROUGHOUT CONSTRUCTION.

10. ANY EXISTING UTILITIES TO BE ABANDONED SHALL BE

PROPERLY DISCONNECTED, PLUGGED OR CAPPED, AS

REQUIRED BY CODE OR SOUND CONSTRUCTION

PRACTICE.

11. NO CHANGES, MODIFICATIONS OR DEVIATIONS SHALL

BE MADE FROM THE DRAWINGS OR SPECIFICATIONS

WITHOUT FIRST SECURING WRITTEN PERMISSION FROM

THE CONTRACTING OFFICER.

12. WHERE LACK OF INFORMATION, OR ANY DISCREPANCY

SHOULD APPEAR IN THE DRAWINGS OR

SPECIFICATIONS, REQUEST WRITTEN INTERPRETATION

FROM THE CONTRACTING OFFICER BEFORE

PROCEEDING WITH THAT PORTION OF THE WORK.

13. WHEN A SYSTEM OR ASSEMBLY IS SPECIFIED, ALL

NECESSARY PARTS AND MATERIALS REQUIRED FOR A

COMPLETE INSTALLATION/SYSTEM SHALL BE INSTALLED

ACCORDING TO THE MANUFACTURERS INSTRUCTIONS.

14. COORDINATE WITH ALL TRADES THE LOCATIONS OF

SLEEVES OR OTHER PRESET ACCESSORIES INVOLVING

OTHER TRADES.

15. THE GENERAL CONTRACTOR WILL BE HELD SOLELY

RESPONSIBLE FOR THE COMPLETION OF ALL WORK

SHOWN OR REASONABLY IMPLIED BY THESE DRAWINGS

AND/OR SPECIFICATIONS. THE GENERAL CONTRACTOR

SHALL CONFIRM ALL DIMENSIONS AND CONDITIONS AT

THE SITE AND SHALL IMMEDIATELY NOTIFY THE

CONTRACTING OFFICER IN WRITING OF ANY

DISCREPANCIES.

16. DETAILS TAKE PRECEDENCE OVER PLANS AND

ELEVATIONS - LARGER SCALE DRAWINGS TAKE

PRECEDENCE OVER SMALLER SCALE DRAWINGS.

17. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE

FOR OBTAINING ALL REQUIRED BUILDING PERMIT

APPROVALS PRIOR TO THE COMMENCEMENT OF ANY

WORK.

18. THE GENERAL CONTRACTOR SHALL FURNISH COPIES OF

PERMITS, INSPECTIONS, AND CERTIFICATES TO THE

CONTRACTING OFFICER AS REQUESTED ALONG WITH

FIRST APPLICATION FOR PAYMENT.

19. THE GENERAL CONTRACTOR SHALL PROVIDE ALL

CERTIFICATES OF OCCUPANCY, PERMITS AND CLOSE

OUT DOCUMENTS TO CONTRACTING OFFICER UPON

COMPLETION OF PROJECT.

20. THE DESIGN OF THIS PROJECT IS BASED UPON

INFORMATION PROVIDED BY NATIONAL PARK SERVICE

THROUGH EXISTING DRAWINGS AND ON-SITE

OBSERVATION. VERIFY ALL EXISTING DIMENSIONS AND

CONDITIONS PRIOR TO COMMENCING WORK. IF

EXISTING CONDITIONS ARE NOT AS DEPICTED OR

ANTICIPATED, NOTIFY THE CONTRACTING OFFICER

IMMEDIATELY UPON DISCOVERY AND DO NOT PROCEED

WITHOUT APPROVAL. IF CONTRACTOR PROCEEDS

WITHOUT APPROVAL, THE CONTRACTOR ACCEPTS FULL

LIABILITY FOR THAT PORTION OF CONSTRUCTION.

A

A/E ARCHITECT/ENGINEER

ABV ABOVE

ADJ ADJUSTABLE

AFF ABOVE FINISH FLOOR

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZED

ARCH ARCHITECT (URAL)

AUTO AUTOMATIC

AVG AVERAGE

& AND

@ AT

B

BLDG BUILDING

BD BOARD

B.O. BOTTOM OF

C

CJ CONTROL JOINT

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CO CONTRACTING OFFICER

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS(ATION)

D

DBL DOUBLE

DEPT DEPARTMENT

Ø, DIA DIAMETER

DIFF DIFFUSER

DIM DIMENSION

DIV DIVISION

DN DOWN

DSC DENVER SERVICE CENTER

DTL DETAIL

DWG DRAWING

E

EA EACH

ELEC ELECTRICAL

ELEV ELEVATION

ENTR ENTRANCE

EQ EQUAL

EQUIP EQUIPMENT

EXIST EXISTING

EXP JT EXPANSION JOINT

EXPS EXPOSE(D)

EXT EXTERIOR

F

FAB FABRICATION

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FFE FINISHED FLOOR

ELEVATION

FFL FINISHED FLOOR LINE

FIN FINISH

FLR FLOOR(ING)

FRP FIBER REINFORCED PANEL

FRT FIRE RETARDANT TREATED

FT FOOT/FEET

G

GA GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GEN GENERAL

GPM GALLONS PER MINUTE

H

H HIGH

HDPE HIGH DENSITY

POLYETHLYENE

HDWR HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HORSEPOWER

HT HEIGHT

HVAC HEATING, VENTILATION AND

AIR CONDITIONING

I

INFO INFORMATION

INSUL INSULATION

INT INTERIOR

J

JT JOINT

L

L LONG

M

MAINT MAINTENANCE

MAT'L MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MISC MISCELLANEOUS

MIN MINIMUM

MO MASONRY OPENING

MOD MODIFICATION

MTD MOUNTED

MTL METAL

N

N/A NOT APPLICABLE

NIC NOT IN CONTRACT

NPS NATIONAL PARK SERVICE

NTS NOT TO SCALE

O

OC ON CENTER

OPNG OPENING(S)

OPP OPPOSITE

OVHD OVERHEAD

P

PL PLATE

PLBG PLUMBING

PLYWD PLYWOOD

PMIS PROJECT MANAGEMENT

INFORMATION SYSTEM

PMIS NO PROJECT PMIS NUMBER

PNL PANEL

PREFAB PREFABRICATED

PREFIN PREFINISHED

PT PRESSURE TREATED

Q

QTY QUANTITY

R

R, RAD RADIUS

REINF REINFORCE (D) (ING)

REQD REQUIRED

REV REVISION

RM ROOM

RO ROUGH OPENING

RTU ROOF TOP UNIT

S

SIM SIMILAR

SPEC SPECIFICATION

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STRUCT STRUCTURAL

STL STEEL

STO STORAGE

SUSP SUSPENDED

T

TBD TO BE DETERMINED

TEMP TEMPERED

TDH TOTAL DYNAMIC HEAD

THK THICK

T.O. TOP OF

TYP TYPICAL

U

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

V

VAR VARIES

VERT VERTICAL

VIF VERIFY IN FIELD

W

W/ WITH

W WIDTH

WC WATER CLOSET

WD WOOD

W/O WITHOUT

WTRPRF WATERPROOFING

ABBREVIATIONS:

DEFINITIONS:

A. "ALIGN" MEANS (I.E.) TO ACCURATELY LOCATE FINISH

FACES IN LINE OR SO AS TO BE PARALLEL.

B. DIMENSIONS NOTED AS "CLEAR" SHALL BE FROM

FINISHED FACE TO FINISHED FACE.

C. "TYPICAL" MEANS TYPICAL FOR ALL SIMILAR

CONDITIONS, UNO.

D. WHEREVER THE TERM "OR EQUAL" IS USED, IT SHALL

MEAN EQUAL OR BETTER PRODUCT AS APPROVED BY

THE CONTRACTING OFFICER.

APPLICABLE CODES:APPLICABLE CODES:

• INTERNATIONAL BUILDING CODE (IBC) 2021, WITH APPENDICES

• INTERNATIONAL EXISTING BUILDING CODE (IEBC) 2021

• NFPA 70 NATIONAL ELECTRIC CODE (NEC) 2020

• NATIONAL HISTORIC PRESERVATION ACT, 1966 AS AMENDED

• SECRETARY OF INTERIOR STANDARDS FOR REHABILITATION,

CODIFIED 36 CFR 67

• SECRETARY OF THE INTERIOR STANDARDS FOR THE

TREATMENT OF HISTORIC PROPERTIES

• RECOMMENDED STANDARDS FOR WASTEWATER FACILITIES -

BOARD OF STATE AND PROVINCIAL PUBLIC HEALTH AND

ENVIRONMENTAL MANAGERS (2014 EDITION - "10 STATE

STANDARDS")

• NFPA 820: STANDARD FOR FIRE PROTECTION IN WASTEWATER

TREATMENT AND COLLECTION FACILITIES (2020 EDITION)

• EPA ONSITE WASTEWATER TREATMENT SYSTEMS MANUAL

(2002 EDITION)

• FLORIDA BUILDING CODE, 2020 7TH EDITION

• FLORIDA DEPARTMENT OF HEALTH

• FLORIDA ADMINISTRATIVE CODE & REGISTER, RULE CHAPTER

64E-6: STANDARDS FOR ONSITE SEWAGE TREATMENT AND

DISPOSAL SYSTEMS

• FLORIDA ADMINISTRATIVE CODE & REGISTER, RULE CHAPTER

62-600: DOMESTIC WASTEWATER FACILITIES

• FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

• NSF CERTIFICATION

• NSF/ANSI 40 FOR RESIDENTIAL WASTEWATER TREATMENT

SYSTEMS

• NSF/ANSI 245 FOR NITROGEN REDUCTION

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

TITLE OF PROJECT

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

/2

/2

:1

:4

A

M

GENERAL INFORMATION AND

INDEX OF DRAWINGSG101

C.BAXTER

J.RYAN

J.MORGAN

2 16

REPLACE WASTEWATER TREATMENT PLANT XX

XXXXXX

DRTO 196743B

DRY TORTUGAS NATIONAL PARK09/01/2023

INDEX OF DRAWINGS

SHEET

SUB

SHEET TITLE OF SHEET

GENERAL

1 CS COVER SHEET

2 G101 GENERAL INFORMATION AND INDEX OF DRAWINGS

ARCHITECTURAL SITE

3 AS101 ARCHITECTURAL SITE PLAN

CIVIL

4 C1 WASTEWATER COLLECTION SYSTEM PLAN

5 C2 WASTEWATER COLLECTION DEMOLITION PLAN

6 C3 COLLECTION SYSTEM PLAN AND PROFILE

7 C4 WASTEWATER TREATMENT PLANT LAYOUT

8 C5 DETAILS

9 C6 TREATMENT PLANT FLOW DIAGRAM

ARCHITECTURAL DEMOLITION

10 AD101 DEMOLITION FLOOR PLAN

ARCHITECTURAL

11 A101 FLOOR PLAN

12 A201 ELEVATIONS

13 A351 SECTION DETAILS

14 A352 LIFT STATION 2 DETAILS

ELECTRICAL

15 E101 ELECTRICAL PLAN AND RISER

16 E201 SCHEDULES AND DETAILS

Grand total: 16

A. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING

CONDITIONS TO REMAIN. DAMAGE SHALL BE RESTORED TO MATCH

EXISTING OR BETTER.

B. CONTRACTOR IS RESPONSIBLE FOR REPAIRING DAMAGE TO

EXISTING LANDSCAPING ONCE PROJECT IS COMPLETE.

COORDINATE WITH PARK TO IDENTIFY LANDSCAPE CONDITIONS TO

BE RESTORED.

C. ANY POTENTIAL MATERIAL LAYDOWN AREAS TO BE COORDINATED

WITH THE CONTRACTING OFFICER AND THE PARK.

D. SEE CIVIL DRAWINGS FOR ADDITIONAL INFORMATION.

E. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION.

GENERAL SITE NOTES:

WASTE WATER

TREATMENT PLANT,

SEE A101

EXISTING RESIDENCE QUARTERS

EXISTING CISTERN

EXISTING SMALL DETACHED MAGAZINE

MAGAZINE

MOAT

MOAT

EXISTING ENGINEERING OFFICERS

QUARTER'S RESIDENCE

EXISTING TREE LINE (TYP)

MAIN DOCK

COUNTERSCARP (MOAT WALL)

CAMPING AREA AND MAIN BEACH

ENTRANCE BRIDGE

BRICK DEBRIS

MOAT MOAT

DOCK HOUSE

SEAPLANE BEACH

OFFICERS QUARTERS

FOUNDATION RUINS

LIGHTHOUSE

TOWER ABOVE

PROTECT

EXISTING BRICK

WALKWAY

SHOT

FURNACE

LARGE

MAGAZINE

ENGINEERING OFFICERS

QUARTER'S RUINS

B A

R R

A C

K S

F O

U N

D A

T

IO

N R

U

IN

S

LIFT STATION 1 (EXISTING)

LIFT STATION 2 (EXISTING)

NEW E/ONE SENTRY ALARM PANEL FOR LIFT

STATION 1. MOUNT ON STAINLESS STEEL

UNISTRUT 12" ABOVE FINISHED GRADE.

ROUT CONDUIT A MINIMUM

OF 18" BELOW GRADE

NEW E/ONE SENTRY ALARM PANEL FOR LIFT STATION 2.

MOUNT OUTSIDE OF LIFT STATION COVER ON STAINLESS

STEEL UNISTRUT 12" ABOVE FINISHED GRADE.

DOSING TANK (EXISTING)

EXISTING LAUNDRY

ROOM. VERIFY IN FIELD

FOR EXACT LOCATION.

EXISTING WATER LAB.

VERIFY IN FIELD FOR

EXACT LOCATION.

A352

EFFLUENT DRAIN FIELD

(EXISTING) SEE CIVIL DRAWINGS.

MOAT

MOAT

MOAT

LIMITS OF CONSTRUCTION WORK

PROPOSED MAIN CONSTRUCTION

STAGING AREA. CONFIRM SIZE /

LOCATION WITH THE PARK PRIOR TO

BEGINNING CONSTRUCTION.

COAL SHED RUINS

NORTH SWIM BEACH

PROPOSED SECONDARY

CONSTRUCTION STAGING AREA FOR

DOCK HOUSE SEPTIC TANK REMOVAL

ONLY. CONFIRM SIZE / LOCATION WITH

THE PARK PRIOR TO BEGINNING

CONSTRUCTION.

PROPOSED SAND BORROW AREA FOR

DOCK HOUSE SEPTIC TANK REMOVAL ONLY.

CONFIRM SIZE / LOCATION WITH THE PARK

PRIOR TO BEGINNING CONSTRUCTION.

PROPOSED SAND BORROW AREA FOR

DOCK HOUSE SEPTIC TANK REMOVAL ONLY.

CONFIRM SIZE / LOCATION WITH THE PARK

PRIOR TO BEGINNING CONSTRUCTION.

SITE PLAN LEGEND:

LIMITS OF

CONSTRUCTION

WORK

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

TITLE OF PROJECT

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

/1

/2

:3 :4

P

M

ARCHITECTURAL SITE PLAN

AS101

11/03/2023

C.BAXTER

J.RYAN

J.MORGAN

3 16

REPLACE WASTEWATER TREATMENT PLANT XX

XXXXXX

DRTO 196743B

DRY TORTUGAS NATIONAL PARK

SCALE OF FEET

50050

AS101

1 ARCHITECTURAL SITE PLAN

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF PROJECT

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

09/01/2023

J. DOWNEY

B.HALE

L.HALE

DRTO 196743B

XXXXXX

XX

DRY TORTUGAS NATIONAL PARK

SYSTEM PLAN

WASTEWATER COLLECTION

REPLACE WASTEWATER TREATMENT PLANT

C1

SITE PLAN - GARDEN KEY (FORT JEFFERSON)1

C1

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF PROJECT

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

11/13/2023

J. DOWNEY

B.HALE

L.HALE

DRTO 196743B

XXXXXX

XX

DRY TORTUGAS NATIONAL PARK

DEMOLITION PLAN

WASTEWATER COLLECTION

REPLACE WASTEWATER TREATMENT PLANT

C2

SITE PLAN - GARDEN KEY (FORT JEFFERSON)1

C2

AutoCAD SHX Text Xref .\Dry Tortugas Wastewater Treatment Plant Draft.dwg

AutoCAD SHX Text

CISTERN

AutoCAD SHX Text

EXISTING FORCE MAIN TO BE REMOVED

AutoCAD SHX Text GENERAL NOTES 1. DO NOT SCALE DRAWINGS. USE DIMENSIONS ONLY. DO NOT SCALE DRAWINGS. USE DIMENSIONS ONLY. 2. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR USING TEMPORARY PROTECTION THE GENERAL CONTRACTOR IS RESPONSIBLE FOR USING TEMPORARY PROTECTION THROUGHOUT THE PROJECT TO SAFEGUARD THE SURFACE QUALITY OF FINISHES TO REMAIN. 3. ANY EXISTING ITEM TO REMAIN THAT IS DEMOLISHED OR DAMAGED BY DEMOLITION SHALL BE ANY EXISTING ITEM TO REMAIN THAT IS DEMOLISHED OR DAMAGED BY DEMOLITION SHALL BE REPLACED WITH AN EQUAL ITEM OR BETTER AS APPROVED BY THE CONTRACTING OFFICER AT NO COST TO THE GOVERNMENT. 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOB CONDITIONS AND NOTIFY THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOB CONDITIONS AND NOTIFY THE CONTRACTING OFFICER IMMEDIATELY OF DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. 5. NO CHANGES, MODIFICATIONS, OR DEVIATIONS SHALL BE MADE FROM THE DRAWINGS NO CHANGES, MODIFICATIONS, OR DEVIATIONS SHALL BE MADE FROM THE DRAWINGS WITHOUT FIRST SECURING WRITTEN PERMISSION FROM THE CONTRACTING OFFICER. 6. REQUEST WRITTEN INTERPRETATION FROM THE CONTRACTING OFFICER FOR ANY LACK OF OR REQUEST WRITTEN INTERPRETATION FROM THE CONTRACTING OFFICER FOR ANY LACK OF OR AMBIGUITY OF INFORMATION IN THE DRAWINGS PRIOR TO PROCEEDING WITH THAT PORTION OF THE WORK. 7. CONTRACTOR TO MINIMIZE IMPACT TO THE LANDSCAPING WITHIN THE CONSTRUCTION LIMITS CONTRACTOR TO MINIMIZE IMPACT TO THE LANDSCAPING WITHIN THE CONSTRUCTION LIMITS OF THE PROJECT. 8. LIFT STATIONS, TREATMENT PLANT, AND FORCE MAIN PIPING TO BE REPLACED IN EXISTING LIFT STATIONS, TREATMENT PLANT, AND FORCE MAIN PIPING TO BE REPLACED IN EXISTING TRENCHES AND LOCATIONS TO NOT ALTER ANY ABOVE GROUND EXISTING CONDITIONS. 9. ANY REMOVAL OR MODIFICATION TO THE BRICK WALKWAY (NOT SHOWN) WILL BE REPLACED ANY REMOVAL OR MODIFICATION TO THE BRICK WALKWAY (NOT SHOWN) WILL BE REPLACED WITH THE SAME BRICKS REMOVED IN THE SAME LAYOUT AS EXISTING. ALL BRICK AND PORTIONS OF THE FORT TO BE CONSIDERED HISTORICALLY IMPORTANT AND SHALL BE CAREFULLY MAINTAINED DURING CONSTRUCTION. 10. LIFT STATION 2 TO HAVE DECORATIVE COVER REMOVED AND DISPOSED OF ABOVE THE LIFT STATION 2 TO HAVE DECORATIVE COVER REMOVED AND DISPOSED OF ABOVE THE WETWELL LID. 11. EXISTING GRAVITY PIPING TO REMAIN IN PLACE AND BE RECONNECTED TO NEW WETWELLS. EXISTING GRAVITY PIPING TO REMAIN IN PLACE AND BE RECONNECTED TO NEW WETWELLS. 12. CONTRACTOR TO REPLACE ALL ELECTRICAL SUPPLY FROM WASTEWATER PLANT TO NEW LIFT CONTRACTOR TO REPLACE ALL ELECTRICAL SUPPLY FROM WASTEWATER PLANT TO NEW LIFT STATIONS AND TO NEW DOSING TANK COMPONENTS. THIS INCLUDES REMOVAL OF EXISTING ELECTRICAL WIRING THROUGHOUT THE COLLECTION SYSTEM. 13. CONTROLS FOR DOSING TANK AND PLANT COMPONENTS TO BE INSTALLED IN TREATMENT CONTROLS FOR DOSING TANK AND PLANT COMPONENTS TO BE INSTALLED IN TREATMENT PLANT CASEMATE. LIFT STATION CONTROL PANELS TO BE INSTALLED AT LIFT STATION. EXISTING CONTROL PANEL TO BE MAINTAINED AND REUSED FOR NEW ELECTRICAL SYSTEM COMPONENTS. 14. CONTRACTOR TO REMOVE LIFT STATIONS INDIVIDUALLY. WHILE EACH LIFT STATION IS OUT OF CONTRACTOR TO REMOVE LIFT STATIONS INDIVIDUALLY. WHILE EACH LIFT STATION IS OUT OF OPERATION, CONTRACTOR TO SUPPLY BYPASS PUMPING OPERATIONS TO MAINTAIN COLLECTION SYSTEM OPERATION. BYPASS PUMPING TO SUPPLY APPROXIMATELY 13 GPM DURING CONSTRUCTION. 15. CONTRACTOR TO MAINTAIN DOSING TANK PUMP OPERATION DURING REPLACEMENT IN SIMILAR CONTRACTOR TO MAINTAIN DOSING TANK PUMP OPERATION DURING REPLACEMENT IN SIMILAR MANNER AS LIFT STATIONS. 16. CONTRACTOR TO DISPOSE OF ANY MATERIALS REMOVED DURING CONSTRUCTION, UNLESS CONTRACTOR TO DISPOSE OF ANY MATERIALS REMOVED DURING CONSTRUCTION, UNLESS OTHERWISE INSTRUCTED BY THE CONTRACTING OFFICER. 17. SEE SHEET 1 OF 15 FOR SECONDARY STAGING AREA FOR DOCK HOUSE/HOLDING TANK SEE SHEET 1 OF 15 FOR SECONDARY STAGING AREA FOR DOCK HOUSE/HOLDING TANK REMOVAL TEMPORARY WASTEWATER TREATMENT NOTES: 18. WASTEWATER TREATMENT SHALL BE PROVIDED DURING CONSTRUCTION. WASTEWATER TREATMENT SHALL BE PROVIDED DURING CONSTRUCTION. 18.1. WESTECH SEQUENCING BATCH REACTOR CF1500, OR APPROVED EQUAL, SHALL BE WESTECH SEQUENCING BATCH REACTOR CF1500, OR APPROVED EQUAL, SHALL BE UTILIZED FOR TEMPORARY WASTEWATER TREATMENT. CONTRACTOR TO VERIFY TANK WILL FIT THROUGH FORT ENTRY BEFORE ORDERING TEMPORARY TREATMENT. 18.2. TEMPORARY WASTEWATER PLANT MUST MEET THE FOLLOWING TREATMENT CRITERIA: TEMPORARY WASTEWATER PLANT MUST MEET THE FOLLOWING TREATMENT CRITERIA: 18.2.1. MAX EFFLUENT CBOD: 25 MG/L MAX EFFLUENT CBOD: 25 MG/L 18.2.2. MAX EFFLUENT TSS: 25 MG/L MAX EFFLUENT TSS: 25 MG/L 18.2.3. MAX EFFLUENT TN: 10 MG/L MAX EFFLUENT TN: 10 MG/L 18.2.4. MAX EFFLUENT TKN: 20 MG/L MAX EFFLUENT TKN: 20 MG/L 18.2.5. MUST PROVIDE MINIMUM 1,500 GPD TREATMENT CAPACITY MUST PROVIDE MINIMUM 1,500 GPD TREATMENT CAPACITY 18.2.6. CONTRACTOR TO COORDINATE WITH CONTRACTING OFFICER TO ENSURE 1,500 GPD CONTRACTOR TO COORDINATE WITH CONTRACTING OFFICER TO ENSURE 1,500 GPD LIMIT IS UTILIZED. 18.2.7. CONTRACTOR TO ENSURE FLOW FROM PLANT IS NOT NEGATIVELY IMPACTING DRAIN CONTRACTOR TO ENSURE FLOW FROM PLANT IS NOT NEGATIVELY IMPACTING DRAIN FIELD DURING CONSTRUCTION. INSPECTIONS TO BE PERFORMED DAILY DURING TEMPORARY PLANT USE. CONSTRUCTION PHASING THE FOLLOWING PHASING PLAN IS INTENDED TO MINIMIZE CONSTRUCTION TIME WHERE SEWER COLLECTION AND TREATMENT IS UNAVAILABLE. CONTRACTOR IS ENCOURAGED TO BE INNOVATIVE IN DECREASING DOWN TIME AS MUCH AS POSSIBLE AND MAY VARY FROM THIS PLAN. WASTEWATER PLANT REPLACEMENT 1. INSTALL TEMPORARY TREATMENT FACILITY SO THAT CONNECTION TO DISTRIBUTION SYSTEM INSTALL TEMPORARY TREATMENT FACILITY SO THAT CONNECTION TO DISTRIBUTION SYSTEM AND COLLECTION SYSTEM ARE FINAL STEPS. 2. DISCONNECT LIFT STATION AND EFFLUENT DISCHARGE PIPING FROM EXISTING PLANT. DISCONNECT LIFT STATION AND EFFLUENT DISCHARGE PIPING FROM EXISTING PLANT. 3. CONNECT LIFT STATION TO TEMPORARY LIFT STATION AND DISCHARGE PIPING, ALLOWING CONNECT LIFT STATION TO TEMPORARY LIFT STATION AND DISCHARGE PIPING, ALLOWING FLOW TO BE ROUTED TO THE DOSING TANK. 4. REMOVE EXISTING WASTEWATER PLANT, PLATFORMS, AND OTHER VARIOUS ITEMS TO ALLOW REMOVE EXISTING WASTEWATER PLANT, PLATFORMS, AND OTHER VARIOUS ITEMS TO ALLOW FOR INSTALL OF NEW WASTEWATER PLANT AND APPURTENANCES. 5. INSTALL WASTEWATER PLANT AND APPURTENANCES. INSTALL WASTEWATER PLANT AND APPURTENANCES. 6. DISCONNECT COLLECTION AND EFFLUENT DISCHARGE PIPING FROM TEMPORARY PLANT. DISCONNECT COLLECTION AND EFFLUENT DISCHARGE PIPING FROM TEMPORARY PLANT. 7. CONNECT AND COMMISSION NEW WASTEWATER TREATMENT PLANT. CONNECT AND COMMISSION NEW WASTEWATER TREATMENT PLANT. COLLECTION SYSTEM REPLACEMENT 1. STAGE WASTEWATER BYPASS AROUND LIFT STATION 1 WITH TEMPORARY PIPING TO STAGE WASTEWATER BYPASS AROUND LIFT STATION 1 WITH TEMPORARY PIPING TO TEMPORARY TREATMENT PLANT. 2. SWITCH FLOW FROM EXISTING LIFT STATION 1 TO TEMPORARY JUMPER. SWITCH FLOW FROM EXISTING LIFT STATION 1 TO TEMPORARY JUMPER. 3. REMOVE PIPING FROM LIFT STATION 1 TO TREATMENT PLANT. REMOVE PIPING FROM LIFT STATION 1 TO TREATMENT PLANT. 4. INSTALL NEW LIFT STATION 1 AND PIPING TO WASTEWATER TREATMENT PLANT. INSTALL NEW LIFT STATION 1 AND PIPING TO WASTEWATER TREATMENT PLANT. 5. MOVE TEMPORARY BYPASS TO LIFT STATION 2 AFTER LIFT STATION 1 IS OPERATIONAL. MOVE TEMPORARY BYPASS TO LIFT STATION 2 AFTER LIFT STATION 1 IS OPERATIONAL. 6. WHILE OPERATING TEMPORARY BYPASS, REMOVE LIFT STATION 2 AND FORCE MAIN BETWEEN WHILE OPERATING TEMPORARY BYPASS, REMOVE LIFT STATION 2 AND FORCE MAIN BETWEEN LIFT STATIONS 1 AND 2. 7. REPLACE COMPONENTS IN STEP 6 WITH NEW COMPONENTS. REPLACE COMPONENTS IN STEP 6 WITH NEW COMPONENTS. 8. SWITCH FLOW TO NEW COMPONENTS. SWITCH FLOW TO NEW COMPONENTS. 9. MOVE TEMPORARY BYPASS TO CREW QUARTERS TO ALLOW FLOW TO LIFT STATION 2. MOVE TEMPORARY BYPASS TO CREW QUARTERS TO ALLOW FLOW TO LIFT STATION 2. 10. REMOVE GRAVITY LINES FROM CREW QUARTERS TO LIFT STATION 2. REMOVE GRAVITY LINES FROM CREW QUARTERS TO LIFT STATION 2. 11. CONSTRUCTION NEW GRAVITY LINE FROM CREW QUARTERS TO LIFT STATION 2. CONSTRUCTION NEW GRAVITY LINE FROM CREW QUARTERS TO LIFT STATION 2. 12. REMOVE ALL TEMPORARY BYPASS AND OPERATE FULL SYSTEM BEFORE CLEANING UP AND REMOVE ALL TEMPORARY BYPASS AND OPERATE FULL SYSTEM BEFORE CLEANING UP AND RESTORING THE SITE TO ORIGINAL CONDITION. 13. AS A SEPARATE ITEM, DOSING TANK SHALL BE PROVIDED TEMPORARY BYPASS DURING AS A SEPARATE ITEM, DOSING TANK SHALL BE PROVIDED TEMPORARY BYPASS DURING INSTALLATION OF NEW DOSING TANK COMPONENTS.

AutoCAD SHX Text

EXISTING LIFT STATION AND DECORATIVE COVER TO BE REMOVED

AutoCAD SHX Text

ENGINEERS OFFICERS QUARTERS

AutoCAD SHX Text

OFFICERS QUARTERS FOUNDATION RUINS

AutoCAD SHX Text

HOTSHOT OVEN

AutoCAD SHX Text

LARGE MAGAZINE

AutoCAD SHX Text

BARRACKS FOUNDATION RUINS

AutoCAD SHX Text

BRICK WALKWAY

AutoCAD SHX Text

EXISTING LIFT STATION TO BE REMOVED

AutoCAD SHX Text EXISTING WASTEWATER TREATMENT PLANT AND WOODEN PLATFORM TO REMOVED IN ENTIRETY. WASTEWATER TREATMENT PLANT CONTROL PANEL CABINET TO REMAIN FOR REPLACEMENT OF INTERIOR COMPONENTS

AutoCAD SHX Text

EXISTING CREW QUARTERS GRAVITY SEWER LINE - TO REMAIN

AutoCAD SHX Text

EXISTING 6" PVC GRAVITY SEWER PIPE

AutoCAD SHX Text

EXISTING 6" PVC GRAVITY SEWER PIPE

AutoCAD SHX Text

EFFLUENT DRAIN FIELD (APPROXIMATE LOCATION)

AutoCAD SHX Text

EXISTING WASTEWATER TREATMENT TO EFFLUENT DISPOSAL DRAIN FIELD PIPING

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

AutoCAD SHX Text POTENTIAL TEMPORARY TREATMENT PLANT AREA TO BE USED DURING CONSTRUCTION (SEE NOTE 17, THIS SHEET, FOR ADDITIONAL REQUIREMENTS)

AutoCAD SHX Text

SMALL MAGAZINE

AutoCAD SHX Text

STAFF HOUSING

AutoCAD SHX Text

WATER LAB

AutoCAD SHX Text

CREW QUARTERS

AutoCAD SHX Text

EXISTING DOSING TANK INTERNAL COMPONENTS TO BE REPLACED

AutoCAD SHX Text

EXISTING 2" PVC DOSING TANK SUPPLY LINE TO BE REMOVED

AutoCAD SHX Text

CONTRACTOR TO REMOVE AND DISPOSE OF SEPTIC TANK.

AutoCAD SHX Text

CONTRACTOR TO REMOVE AND DISPOSE OF APPROX. 319' OF 1.5" PVC LINE.

AutoCAD SHX Text

SEPTIC TANK AND PIPELINE REMOVAL CONSTRUCTION LIMITS.

AutoCAD SHX Text CONTRACTOR TO LOCATE ALL UTILITIES ALONG REMOVAL ROUTE AND IS NOT TO DAMAGE EXISTING PIPING.

AutoCAD SHX Text

APPROXIMATE LOCATION OF ACTIVE DIESEL PIPING SHOWN FOR REFERENCE.

AutoCAD SHX Text

PIPELINE REMOVAL CONSTRUCTION LIMITS

JRyan Snapshot

SANITARY SEWER ALIGNMENT PLAN

SCALE 1"=50'

C3

SANITARY SEWER PROFILE

HORIZONTAL SCALE: 1"=50'

VERTICAL SCALE: 1"=4'

C3

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF PROJECT

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

09/01/2023

J. DOWNEY

B.HALE

L.HALE

DRTO 196743B

XXXXXX

XX

DRY TORTUGAS NATIONAL PARK

PLAN & PROFILE

COLLECTION SYSTEM

REPLACE WASTEWATER TREATMENT PLANT

C3

TREATMENT PLANT LAYOUT1

C4

TREATMENT PLANT SECTION2

C4

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF PROJECT

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

09/01/2023

J. DOWNEY

B.HALE

L.HALE

DRTO 196743B

XXXXXX

XX

DRY TORTUGAS NATIONAL PARK

PLANT LAYOUT

WASTEWATER TREATMENT

REPLACE WASTEWATER TREATMENT PLANT

C4

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF PROJECT

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

09/01/2023

J. DOWNEY

B.HALE

L.HALE

DRTO 196743B

XXXXXX

XX

DRY TORTUGAS NATIONAL PARK

DETAILS

REPLACE WASTEWATER TREATMENT PLANT

C5

LIFT STATION 1 PLAN AND SECTION1

C5

LIFT STATION 2 PLAN AND SECTION2

C5

PIPE TRENCH REQUIREMENTS3

C5

NOT TO SCALE NOT TO SCALE

NOT TO SCALE

SECTION VIEW

PLAN

ID TAG

S.C.E.S.D.

WATER

PVC

LOCATOR WIRE ACCESS4

C5 NOT TO SCALE

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF PROJECT

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

09/01/2023

J. DOWNEY

B.HALE

L.HALE

DRTO 196743B

XXXXXX

XX

DRY TORTUGAS NATIONAL PARK

FLOW DIAGRAM

TREATMENT PLANT

REPLACE WASTEWATER TREATMENT PLANT

C6

LIFT STATION 2 LIFT STATION 1

FORCEMAIN

FORCEMAIN

PRIMARY TREATMENT TANK

2,000 GALLON SETTLING

BASIN COMPARTMENT

1,000 GALLON

RECIRCULATION TANK

COMPARTMENT

E-ONE PUMP

E-ONE PUMP

ORENCO

RECIRCULATION

PUMP

ORENCO AX-20 UNIT

ORENCO AX-20 UNIT

FLOW SPLIT ALTERNATES

PER ORENCO CONTROLS

ORENCO SUPPLIED

TREATMENT

PIPING

ORENCO SUPPLIED

TREATMENT

PIPING

FLOW SPLITS PER ORENCO

CONTROLS

DOSING TANK

(EXISTING) TO DRAIN FIELD

WASTEWATER TREATMENT PLANT FLOW DIAGRAM 1

C6

NOTES:

1. ORENCO SUPPLIED SYSTEM BEGINS AT INFLUENT DUMPING INTO SETTLING BASIN COMPARTMENT AND ENDS AFTER THE FLOW SPLIT IMMEDIATELY

BEFORE THE DOSING TANK.

2. ARROWS ALONG SINGLE LINES DENOTE FLOW DIRECTION.

3. SYSTEM NOT SHOWN TO SCALE AND ONLY SHOWN FOR PROCESS CLARITY.

4. SYSTEM PERFORMANCE DEPENDS ON INFLUENT CONCENTRATION. HISTORICAL DATA DEMONSTRATES THE FOLLOWING DISCHARGE PERFORMANCE:

4.1. cBOD5 < 5 MG/L

4.2. TOTAL SUSPENDED SOLIDS , 5 MG/L

4.3. NITROGEN REDUCTION = 64%

4.4. PHOSPHORUS REDUCTION = 33%

4.5. DATA TAKEN FROM TESTING CONDUCTED IN ACCORDANCE WITH NSF/ANSI 40 TESTING REQUIREMENTS PERFORMED BY A THIRD PARTY.

REMOVE EXISTING WASTEWATER

TREATMENT PLANT AND WOODEN

PLATFORM IN ITS ENTIRETY. WASTEWATER

TREATMENT CONTROL PANEL CABINET TO

REMAIN FOR REPLACEMENT OF INTERIOR

COMPONENTS. SEE CIVIL DRAWINGS FOR

ADDITIONAL NOTES AND INFORMATION.

REMOVE EXISTING WOOD

STEPS AND GUARDRAIL

REMOVE EXISTING BUILT-IN

COUNTERTOP AND

DECORATIVE OPENING

PANELING

REMOVE BASE CABINETS,

COUNTERTOP, AND SINK. CAP

EXISTING PLUMBING UNTIL

NEW SINK INSTALLATION.

DISCONNECT EXISTING POWER TO WATER

TREATMENT EQUIPMENT AND LEAVE IN

PLACE FOR RE-USE TO NEW EQUIPMENT.

SEE ELECTRICAL DRAWINGS.

EXISTING DRAIN FIELD DOSING

TANK PUMPS PANEL TO REMAIN.

EXISTING PANEL BOX TO REMAIN. ITEMS

INSIDE FOR WASTEWATER TREATMENT

PLANT TO BE REMOVED. PREP FOR NEW

SYSTEM. SEE ELECTRICAL DRAWINGS.

LIFTSTATION PUMP CONTROL PANELS TO

BE REMOVED. EXISTING STAINLESS STEEL

UNISTRUT TO REMAIN AND BE REUSED.

REMOVE BUILT-IN

SHELVING UNIT AND PREP

FOR NEW

EXISTING STORAGE CABINETS.

COORDINATE WITH PARK FOR

STORAGE AND FOR

REINSTALLATION OR REMOVAL.

EXISTING STORAGE CABINETS.

COORDINATE WITH PARK FOR STORAGE

AND FOR REINSTALLATION OR REMOVAL.

REMOVE LOWER WOODEN PLATFORM.

REMOVE LOWER WOODEN

PLATFORM.

LINE FOR ROOF ELEVATION

CHANGE ABOVE

GENERAL DEMOLITION NOTES:

A. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR USING

TEMPORARY PROTECTION THROUGHOUT THE PROJECT TO

SAFEGUARD THE SURFACE QUALITY OF FINISHES TO REMAIN.

B. VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING WORK,

BRING ANY DISCREPANCIES FROM THE DRAWINGS AND NOTES TO

THE CO IMMEDIATELY. MINOR CHANGES IN THE SCOPE OF THE

DEMOLITION WORK SHALL NOT JUSTIFY ANY ADDITIONAL COST.

C. ANY EXISTING ITEM TO REMAIN THAT IS DEMOLISHED OR DAMAGED

BY DEMOLITION SHALL BE REPLACED WITH AN EQUAL ITEM OR

BETTER AS APPROVED BY THE CONTRACTING OFFICER AT NO COST

TO THE GOVERNMENT.

D. FURNISH, INSTALL, AND MAINTAIN IN SAFE CONDITIONS AT ALL

TIMES TEMPORARY PROTECTION REQUIRED TO ENSURE SAFETY

FOR PERSONS AND PROPERTY DURING DEMOLITION AND REMOVAL

WORK.

E. FURNISH, INSTALL, AND MAINTAIN DUST COVERINGS TO PREVENT

THE SPREAD OF DUST BEYOND THE IMMEDIATE AREA WHERE

DEMOLITION IS BEING PERFORMED.

F. ALL WORK MUST BE COORDINATED AND SCHEDULED WITH THE

PARK AND OCCUPANTS OF THIS BUILDING SO AS TO PROVIDE THE

LEAST AMOUNT OF DISRUPTION OF THE BUILDING ACTIVITIES AS

POSSIBLE.

G. CLEAN JOB SITE DAILY BY REMOVING SCRAPS, DEBRIS, AND WASTE

MATERIALS OUTSIDE OF PARK BOUNDARIES.

H. SEE CIVIL FOR ADDITIONAL DEMOLITION.

I. SEE SPECIFICATIONS FOR ADDITIONAL DEMOLITION.

DEMOLITION PLAN LEGEND:

EXISTING TO

REMAIN (SOLID

GRAY LINES)

EXISTING TO

BE DEMOED

(DASHED LINES)

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

TITLE OF PROJECT

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

/2

/2

:1

:4

A

M

DEMOLITION FLOOR PLANAD101

C.BAXTER

J.RYAN

J.MORGAN

10 16

REPLACE WASTEWATER TREATMENT PLANT XX

XXXXXX

DRTO 196743B

DRY TORTUGAS NATIONAL PARK09/01/2023

AD101

1 DEMOLITION FLOOR PLAN

SCALE OF FEET

2 0 2 4

B L D

G

UP

EXISTING PANEL. SEE

ELECTRICAL DRAWINGS.

E X

IS

T

IN

G

R O

V

IF

EXISTING RO (VIF)

3' - 3"

E X

IS

T

IN

G

R O

V

IF

EXISTING RO (VIF)

3' - 3"

A201

A101

NEW BUILT-IN SHELVING UNIT

INSIDE EXISTING OPENING.

SEE DETAIL 3/A351.

WASTEWATER

TREATMENT PLANT.

SEE CIVIL DRAWINGS.

INSTALL CABINET

PROVIDED BY THE PARK.

COORDINATE WITH PARK.

EXISTING DRAIN FIELD DOSING

TANK PUMPS PANEL TO

REMAIN. SEE ELECTRICAL

DRAWINGS.

EQ

PER MANUF REQUIREMENTS

10' - 0" EQ

T O

P L A

T F

O R

M

O R

E Q

O R

E Q

V

IF

E Q

E Q

E Q

A351

2' - 1"

A351

LINE FOR ROOF ELEVATION

CHANGE ABOVE

NEW BUILT-IN COUNTERTOP

INSIDE EXISTING OPENING.

SEE DETAIL 4/A351.

T

R E

A D

S

E A

C H

V

IF

V E

R

IF

Y W

IT

H

G R

A D

E

3' - 0"

CLEAR

1' - 11 1/2"

PANEL FOR WASTEWATER

TREATMENT PLANT. SEE

ELECTRICAL DRAWINGS.

NEW PANELS. SEE ELECTRICAL

DRAWINGS.

A351

A351

LINE FOR PLATFORM

(V

IF

A351

A351

A. DO NOT SCALE DRAWINGS. USE DIMENSIONS ONLY.

B. DIMENSIONS ARE TO FACE OF STUD OR MASONRY U.N.O.

C. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOB CONDITIONS

AND NOTIFY THE CONTRACTING OFFICER IMMEDIATELY OF

DISCREPANCIES BEFORE PROCEEDING WITH THE WORK.

D. NO CHANGES, MODIFICATIONS OR DEVIATIONS SHALL BE MADE

FROM THE DRAWINGS WITHOUT FIRST SECURING WRITTEN

PERMISSION FROM THE CONTRACTING OFFICER.

E. REQUEST WRITTEN INTERPRETATION FROM THE CONTRACTING

OFFICER FOR ANY LACK OF OR AMBIGUITY OF INFORMATION IN THE

DRAWINGS PRIOR TO PROCEEDING WITH THAT PORTION OF THE

WORK.

F. GENERAL CONTRACTOR TO COORDINATE WITH PARK AND THE CO

ON FINAL MATERIAL FINISHES PRIOR TO ORDERING.

G. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

GENERAL NOTES:

1X COMPOSITE DECKING

ON PLATFORM

6X6 PRESSURE TREATED

TIMBER POST (TYP)

PRESSURE TREATED

(2)-2X10 WOOD BEAM WITH

(2)-5/8" DIA. THRU-BOLTS AT

EACH END OF BEAM (TYP)

PRESSURE TREATED 2X8 WOOD

JOIST @ 24" O.C.. CONNECT TO

WOOD BEAM WITH SIMPSON LUS28

STAINLESS STEEL HANGER (TYP)

PRESSURE TREATED 2X10 ON

EACH SIDE OF POST BASE (IN BOTH

DIRECTIONS). CONNECT TO POST

(2)-5/8" DIA. THRU BOLTS

NOTE: PLATFORM DESIGNED FOR MAINTENANCE

WORK LOADING (25 PSF LIVE LOAD)

P E

R M

A N

U F

R E

Q U

IR

E

M E

N T

S

PER MANUF REQUIREMENTS

10' - 0"

A201

A201

A201

A201

PRESSURE TREATED

(2)-2X10 WOOD BEAM WITH

(2)-5/8" DIA. THRU-BOLTS AT

EACH END OF BEAM (TYP)

PRESSURE TREATED 2X10 ON

EACH SIDE OF POST BASE (IN BOTH

DIRECTIONS). CONNECT TO POST

(2)-5/8" DIA. THRU BOLTS

PRESSURE TREATED 2X6 WOOD

JOIST @ 16" O.C.. CONNECT TO

WOOD BEAM WITH SIMPSON LUS28

STAINLESS STEEL HANGER (TYP)

PRESSURE TREATED 2X10 ON

EACH SIDE OF STAIR. CONNECT TO

POST (2)-5/8" DIA. THRU BOLTS

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

TITLE OF PROJECT

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

/2

/2

:1

:4

A

M

FLOOR PLANA101

C.BAXTER

J.RYAN

J.MORGAN

11 16

REPLACE WASTEWATER TREATMENT PLANT XX

XXXXXX

DRTO 196743B

DRY TORTUGAS NATIONAL PARK09/01/2023

A101

1 FLOOR PLAN

SCALE OF FEET

2 0 2 4

B L D

G

A101

2 PLATFORM FRAMING PLAN

NEW FREE STANDING STORAGE

SHELVING UNIT INSIDE EXISTING

MASONRY OPENING. PROTECT EXISTING

MASORY WALLS. SEE DETAILS ON A351.

EXISTING MASONRY WALLS

NEW SINK TO BE

CONNECTED TO

EXISTING PLUMBING.

LINE FOR CASEWORK

BEHIND COLUMN

E X

IS

T

IN

G

T O

P R

O

V

IF

E X

IS

T

IN

G

B O

T T

O M

R O

V

IF

A351

A351

E Q

E Q

E X

IS

T

IN

G

B O

T T

O M

R O

V

IF

(V

IF

OR EQ

2' - 6" 3' - 0"

OR EQ

2' - 6"

EQ EQ EQ

VIF

8' - 0"

LINE FOR CASEWORK

BEHIND COLUMN

INSTALL CABINET

PROVIDED BY THE PARK

NEW BUILT-IN COUNTERTOP

INSIDE EXISTING OPENING.

SEE DETAIL 4/A351.

EXISTING RO (VIF)

12' - 3"

EXISTING RO (VIF)

4' - 0"

(V

IF

E X

IS

T

IN

G

B O

T T

O M

R O

V

IF

E X

IS

T

IN

G

T O

P R

O

V

IF

E X

IS

T

IN

G

T O

P R

O

V

IF

"1

A351

A351

A. DO NOT SCALE DRAWINGS. USE DIMENSIONS ONLY.

B. DIMENSIONS ARE TO FACE OF STUD OR MASONRY U.N.O.

C. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOB CONDITIONS

AND NOTIFY THE CONTRACTING OFFICER IMMEDIATELY OF

DISCREPANCIES BEFORE PROCEEDING WITH THE WORK.

D. NO CHANGES, MODIFICATIONS OR DEVIATIONS SHALL BE MADE

FROM THE DRAWINGS WITHOUT FIRST SECURING WRITTEN

PERMISSION FROM THE CONTRACTING OFFICER.

E. REQUEST WRITTEN INTERPRETATION FROM THE CONTRACTING

OFFICER FOR ANY LACK OF OR AMBIGUITY OF INFORMATION IN THE

DRAWINGS PRIOR TO PROCEEDING WITH THAT PORTION OF THE

WORK.

F. GENERAL CONTRACTOR TO COORDINATE WITH PARK AND THE CO

ON FINAL MATERIAL FINISHES PRIOR TO ORDERING.

G. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

GENERAL NOTES:

NOTE: PLATFORM DESIGNED FOR MAINTENANCE

WORK LOADING (25 PSF LIVE LOAD)

6X6 PRESSURE TREATED

TIMBER POST (TYP)

PRESSURE TREATED (2)-2X10 WOOD

BEAM WITH (2)-5/8" DIA. THRU-BOLTS

AT EACH END OF BEAM (TYP)

PRESSURE TREATED WOOD JOIST.

SEE 2/A101 FRAMING PLAN (TYP)

PRESSURE TREATED 2X10 ON

EACH SIDE OF POST BASE (IN BOTH

DIRECTIONS). CONNECT TO POST

(2)-5/8" DIA. THRU BOLTS

1X COMPOSITE DECKING

ON PLATFORM

WASTEWATER

TREATMENT PLANT.

SEE CIVIL DRAWINGS.

WASTEWATER

TREATMENT PLANT.

SEE CIVIL DRAWINGS.

8 TREADS @ 11" EACH

7' - 4" 13' - 2" 10' - 0" 4' - 2"

A351

A351

E

Q U

A L R

IS

E

R S

M

IN

/7 "M

A X

V E

R

IF

Y W

G

R A

D E

T Y

P

A201

E X

IS

T

IN

G

B O

T T

O M

R O

V

IF

E X

IS

T

IN

G

T O

P R

O

V

IF

A351

NOTE: PLATFORM DESIGNED FOR MAINTENANCE

WORK LOADING (25 PSF LIVE LOAD)

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

TITLE OF PROJECT

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

/2

/2

:1

:4

A

M

ELEVATIONSA201

C.BAXTER

J.RYAN

J.MORGAN

12 16

REPLACE WASTEWATER TREATMENT PLANT XX

XXXXXX

DRTO 196743B

DRY TORTUGAS NATIONAL PARK09/01/2023

SCALE OF FEET

2 0 2 4

A201

1 ELEVATION OF CASEWORK

A201

2 SECTION DETAIL - PLATFORM AND STAIRS

A201

3 PLATFORM SECTION

A. DO NOT SCALE DRAWINGS. USE DIMENSIONS ONLY.

B. DIMENSIONS ARE TO FACE OF STUD OR MASONRY U.N.O.

C. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOB CONDITIONS

AND NOTIFY THE CONTRACTING OFFICER IMMEDIATELY OF

DISCREPANCIES BEFORE PROCEEDING WITH THE WORK.

D. NO CHANGES, MODIFICATIONS OR DEVIATIONS SHALL BE MADE

FROM THE DRAWINGS WITHOUT FIRST SECURING WRITTEN

PERMISSION FROM THE CONTRACTING OFFICER.

E. REQUEST WRITTEN INTERPRETATION FROM THE CONTRACTING

OFFICER FOR ANY LACK OF OR AMBIGUITY OF INFORMATION IN THE

DRAWINGS PRIOR TO PROCEEDING WITH THAT PORTION OF THE

WORK.

F. GENERAL CONTRACTOR TO COORDINATE WITH PARK AND THE CO

ON FINAL MATERIAL FINISHES PRIOR TO ORDERING.

G. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

GENERAL NOTES:

1"

1' - 9" 3"

2' - 0"

SPLASH

CAULK

QUARTZ COUNTERTOP

OVER 3/4" MARINE GRADE

PLYWOOD TOP, WRAP

ALONG FRONT EDGE

HARDWARE

EXISTING SLAB

WOOD VENEER BASE

CONCEALED HINGE,TYP.

PVC CABINET BOX

3/4" COMPOSITE DOOR

PRESSURE TREATED 2x4

SINK AND FAUCET. CONNECT

TO EXISTING PLUMBING

HARDWARE

DRAWER

EXISTING SLAB

WOOD VENEER BASE

ADJUSTABLE SHELF

1"

1' - 8"

1' - 9" 3"

2' - 0"

CONCEALED HINGE,TYP.

PVC CABINET BOX

3/4" COMPOSITE DOOR

SPLASH

CAULK

QUARTZ COUNTERTOP

OVER 3/4" MARINE GRADE

PLYWOOD TOP, WRAP

ALONG FRONT EDGE

PRESSURE TREATED 2x4

E X

IS

T

IN

G

R O

V

IF

E Q

E Q

3/4" OSB (FULL SHEET)

EXISTING BRICK MASONRY

PRESSURE TREATED 2X4

FRAMING (TYP)

3/4" OSB (FULL SHEET)

PRESSURE TREATED 2X4

WOOD POST WITH 2X4

SISTERED IN FRAMING

USING 2-1/2" WOOD

SCREWS (TYP)

EXISTING BRICK MASONRY

PRESSURE TREATED 2X4

FRAMING (TYP)

3/4" OSB (FULL SHEET)

PRESSURE TREATED 2X4

WOOD POST WITH 2X4

SISTERED IN FRAMING

USING 2-1/2" WOOD

SCREWS (TYP)

3/4" PRESSURE TREATED

WOOD PANELING TO BE CUT

TO FIT EXISTING OPENEING.

TO MATCH EXISTING.

7'-9"

T/O OPENING

/2

2 1/4"

ONLY AT

STAIRS

/2

1.5" O.D. HANDRAIL,

STAINLESS STEEL

2X6 COMPOSITE CAP

2X4 PT RAIL

2X4 PT RAIL

2X2 PT PICKET @ 5

1/2" O.C. MAX.

(MAX. 4" GAP)

4X4 PT POST @ 48"

O.C. MAX.

2-8D NAILS

2-8D NAILS

5/8" DIA.

THRU-BOLTS

1X COMPOSITE DECKING

2X PT DECK

FRAMING

1"

PT TIMBER POST

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

TITLE OF PROJECT

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

/2

/2

:1

:4

A

M

SECTION DETAILSA351

C.BAXTER

J.RYAN

J.MORGAN

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XXXXXX

DRTO 196743B

DRY TORTUGAS NATIONAL PARK09/01/2023

SCALE

1 0 1 2

SCALE OF FEET

A

SCALE AA351

1 SINK MILLWORK SECTION

SCALE AA351

2 TYPICAL MILLWORK SECTION

SCALE BA351

3 BUILT-IN SHELVING DETAIL

SCALE BA351

4 BUILT-IN COUNTER DETAIL SCALE

SCALE OF FEET

2 0 2 4 B

NOT TO SCALEA351

5 RAILING DETAIL

A352

VERIFY WITH LIFT MANUF.

4' - 0" EACH SIDE OR EQ

19/32" PRESSURE

TREATED T1-11

PLYWOOD SIDING,

PAINTED.

NEW LIFT STATION.

SEE CIVIL DRAWINGS

PRESSURE TREATED

2X6

(2) 4X4 PRESSURE TREATED

TIMBER POST FIT

TOGETHER IN PAIRS AT

EACH CORNER.

LINE OF PRESSURE TREATED

2X6 RAFTERS ABOVE

LINE OF ROOF ABOVE

A352

LINE OF WALL BELOW

ASHALT SHINGLES ON SELF-

ADHERING, HIGH

TEMPERATURE

UNDERLAYMENT ON MIN. 5/8"

PLYWOOD ON 2X6 FRAMING

3/4" X 4 1/2" HOT DIPPED

GALVANIZED SCREW EYE

BOLT TO ALLOW COVER TO BE

LIFTED OFF WITH A FRONT

END LOADER OR OTHER

PIECE OF EQUIPMENT.

NEW LIFT STATION. SEE CIVIL

DRAWINGS

3" / 1'-0"3" / 1'-0"

ASHALT SHINGLES ON SELF-

ADHERING, HIGH

TEMPERATURE

UNDERLAYMENT ON MIN. 5/8"

PLYWOOD ON 2X6 FRAMING

A352

3/4" X 4 1/2" HOT DIPPED

GALVANIZED SCREW EYE BOLT

TO ALLOW COVER TO BE LIFTED

OFF WITH A FRONT END LOADER

OR OTHER PIECE OF EQUIPMENT.

HORIZONTAL PRESSURE

TREATED 2X6 ON EITHER SIDE

OF THE ROOF MEMBERS

19/32" PRESSURE TREATED T1-11

PLYWOOD SIDING, PAINTED.

PRESSURE TREATED

2X4 BETWEEN POST

(2) 4X4 PRESSURE TREATED

TIMBER POST BEYOND

PRESSURE

TREATED 2X6

ASHALT SHINGLES ON SELF-

ADHERING, HIGH

TEMPERATURE

UNDERLAYMENT ON MIN. 5/8"

PLYWOOD ON 2X6 FRAMING

PRESSURE

TREATED 2X6

V E

R

IF

Y W

IT

H

L

IF

T

HORIZONTAL PRESSURE

TREATED 2X6 ON EITHER SIDE

OF THE ROOF MEMBERS

GALVALUME DRIP EDGE

PRESSURE TREATED 2X6

A. DO NOT SCALE DRAWINGS. USE DIMENSIONS ONLY.

B. DIMENSIONS ARE TO FACE OF STUD OR MASONRY U.N.O.

C. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOB CONDITIONS

AND NOTIFY THE CONTRACTING OFFICER IMMEDIATELY OF

DISCREPANCIES BEFORE PROCEEDING WITH THE WORK.

D. NO CHANGES, MODIFICATIONS OR DEVIATIONS SHALL BE MADE

FROM THE DRAWINGS WITHOUT FIRST SECURING WRITTEN

PERMISSION FROM THE CONTRACTING OFFICER.

E. REQUEST WRITTEN INTERPRETATION FROM THE CONTRACTING

OFFICER FOR ANY LACK OF OR AMBIGUITY OF INFORMATION IN THE

DRAWINGS PRIOR TO PROCEEDING WITH THAT PORTION OF THE

WORK.

F. GENERAL CONTRACTOR TO COORDINATE WITH PARK AND THE CO

ON FINAL MATERIAL FINISHES PRIOR TO ORDERING.

G. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

GENERAL NOTES:

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

TITLE OF PROJECT

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

/2

/2

:1

:4

A

M

LIFT STATION 2 DETAILSA352

C.BAXTER

J.RYAN

J.MORGAN

14 16

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XXXXXX

DRTO 196743B

DRY TORTUGAS NATIONAL PARK09/01/2023

SCALE

SCALE OF FEET

2 0 2 4 A

SCALE AA352

1 FLOOR PLAN - LIFT STATION 2

SCALE AA352

2 ROOF PLAN - LIFT STATION 2

SCALE AA352

3 SECTION DETAIL - LIFT STATION 2

SCALE B

SCALE OF INCHES

12 6 12

SCALE BA352

4 DETAIL - LIFT STATION 2

EXISTING 120/208 PANEL "W"

NEW WASTE WATER TREATMENT

CONTROL PANEL.

NEW 15 KVA TRANSFORMER "TW-1"

NEW 100A LOAD CENTER "W-1"

SEE E201 FOR MORE DETAILS.

EXISTING DOSING CONTROL

PANEL. REPLACE ONE FOR ONE

WITH NEW CONTROL PANEL.ORENCO TANK PUMPS.

SEE CIVIL DRAWINGS.

WASTEWATER

TREATMENT PLANT.

SEE CIVIL DRAWINGS.

NEW PLATFORM. SEE

ARCH DRAWINGS.

A. DO NOT SCALE DRAWINGS. USE DIMENSIONS ONLY.

B. DIMENSIONS ARE TO FACE OF STUD OR MASONRY U.N.O.

C. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOB CONDITIONS

AND NOTIFY THE CONTRACTING OFFICER IMMEDIATELY OF

DISCREPANCIES BEFORE PROCEEDING WITH THE WORK.

D. NO CHANGES, MODIFICATIONS OR DEVIATIONS SHALL BE MADE

FROM THE DRAWINGS WITHOUT FIRST SECURING WRITTEN

PERMISSION FROM THE CONTRACTING OFFICER.

E. REQUEST WRITTEN INTERPRETATION FROM THE CONTRACTING

OFFICER FOR ANY LACK OF OR AMBIGUITY OF INFORMATION IN THE

DRAWINGS PRIOR TO PROCEEDING WITH THAT PORTION OF THE

WORK.

F. GENERAL CONTRACTOR TO COORDINATE WITH PARK AND THE CO

ON MATERIAL FINISHES PRIOR TO ORDERING.

G. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

GENERAL NOTES:

WASTE WATER

TREATMENT

CONTROL

PANEL

NEW

DOSING

TANK

PUMPS

CONTROL

FROM EXISTING ELECTRICAL INFRASTRUCTURE.

WASTE WATER TREATMENT AREA

LIFT STATION 1 E/ONE SENTRY ALARM PANEL MOUNTED ON

STAINLESS STEEL UNISTRUT 12" ABOVE FINISHED GRADE.

LIFT STATION 2 E/ONE SENTRY

ALARM PANEL. MOUNTED ON

STAINLESS STEEL UNISTRUT

12" ABOVE FINISHED GRADE.

PROVIDE AND INSTALL NEW NEMA 3R JUNCTION

BOX MOUNTED ON STAINLESS STEEL UNISTRUT 12"

ABOVE FINISHED GRADE FOR DOSING TANK PUMPS.

20-3

20-2

20-2

EXIST

1. REFER TO ACHITECTURAL SITE PLAN ON AS101 FOR EXACT

LOCATIONS OF LIFT STATIONS 1, 2, AND DOSING TANK.

2. REFER TO ELECTRICAL SCHEDULES AND DETAILS ON E201

FOR LIFT STATION ALARM PANEL WIRING DIAGRAM.

3. DASHED LINES INDICATE CONDUIT TO BE ROUTED

UNDERGROUND. UNDERGROUND CONDUIT TO BE ROUTED A

MINIMUM OF 18" BELOW GRADE.

TRANSFORMER

"TW-1"

208V - 240/120V 1Ø, 3W 15 kVA

EXISTING

PANEL

"W"

200A MCB

208/120V 1Ø, 3W

NEW

PANEL

"W-1"

80A MCB

208/120V 1Ø, 3W

TO WASTE WATER

TREATMENT PUMPS.

GENERAL RISER NOTES:

CONNECT TO EXISTING

GROUNDING SYSTEM.20-3

PROVIDE EXTRA 3/4" CONDUIT WITH PULL STRING

FOR DOSING TANK PUMPS CONTROL WIRE.

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

TITLE OF PROJECT

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

/2

/2

:1

:1

P M

ELECTRICAL PLAN AND

RISERE101

J.SERRADAS

T.PAYNE

R.RAHN

15 16

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XXXXXX

DRTO 196743B

DRY TORTUGAS NATIONAL PARK09/01/2023

SCALE OF FEET

2 0 2 4

B L D

G

E101

1 ELECTRICAL PLAN

ELECTRICAL PLAN SHEET NOTES

TAG # TAG DESCRIPTION

1 MOUNT TRANSFORMER "TW-1" ONTO EXISTING STAINLESS STEEL

UNISTRUT.

2 MOUNT LOADCENTER "W-1" ONTO EXISTING STAINLESS STEEL

UNISTRUT.

3 NEW WASTE WATER TREATMENT CONTROL PANEL TO BE

INSTALLED INSIDE EXISTING STAINLESS STEEL NEMA 3R

ENCLOSURE.

4 REPLACE EXISTING DOSING CONTROL PANEL 1 FOR 1 WITH NEW

DOSING CONTROL PANEL.

CONDUCTOR SCHEDULE

MARK CAPACITY SETS PHASE/WIRE WIRE EQUIP GND CONDUIT

20-2 20 AMP 2 1 PHASE/2 WIRE (2)#12 (1)#12 3/4"

20-3 20 AMP 2 1 PHASE/3 WIRE (3)#12 (1)#12 3/4"

30 30 AMP 1 1 PHASE/3 WIRE (3)#10 (1)#10 3/4"

80 80 AMP 1 1 PHASE/3 WIRE (3)#3 (1)#8 1-1/4"

100 100 AMP 1 1 PHASE/3 WIRE (3)#1 (1)#8 1-1/4"

EXIST EXISTING - 1 PHASE/3 WIRE EXISTING EXISTING EXISTING

NOT TO SCALEE101

2 ELECTRICAL RISER

09/01/23

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

TITLE OF PROJECT

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

/2

/2

:1

:1

P M

SCHEDULES AND DETAILS

E201

J.SERRADAS

T.PAYNE

R.RAHN

16 16

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XXXXXX

DRTO 196743B

DRY TORTUGAS NATIONAL PARK09/01/202309/01/23