Attachment 3. Drawings.pdf

PDF 4 MB Posted Oct 5, 2026

Attached to: Oconaluftee Waterline Replacement
Solicitation number: 12441926Q0040
Issued by: Department of Agriculture Forest Service

About this file

Written by GovTribe AI · Oct 5, 2026

This document is a set of design drawings for the OCO Waterline Replacement project at the Oconaluftee Job Corps Civilian Conservation Center in Cherokee, North Carolina, located in Great Smokey Mountains National Park. The project is managed by the United States Department of Agriculture Forest Service, Southern Region, and involves the replacement of the existing water distribution system serving the Job Corps National Office facility.

The scope of work includes installation of new 6-inch and 2-inch polyvinyl chloride (PVC) water main lines throughout the campus, replacement of water service connections to multiple buildings (Dormitories A through E, Staff Offices, and Student Laundry), installation of new fire hydrants with control valves and bollard protection, tracer wire systems for all new piping, valve boxes and isolation valves at strategic locations, and pavement repair in areas where excavation occurs. The project requires the contractor to locate and verify existing utilities prior to ground-disturbing activities using non-destructive excavation methods, maintain the existing water system in service until the new installation is complete and tested, perform pressure testing and disinfection of new lines, and abandon existing water lines in place after switchover. An optional bid item includes investigation and potential repair of approximately 40 linear feet of 6-inch water line at an observed wet spot in the lawn area. The drawings indicate the project is scheduled for June 2026 and include detailed specifications for pipe bedding, thrust blocks, separation requirements between water and sewer lines, concrete patching, and tracer wire grounding systems. Designers of record are A. Garrison, PE and D. Valles, PE.

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Other files

File	Type	Posted
12441926Q0040.pdf	PDF	Oct 6, 2026
Attachment 4. Davis-Bacon Act WD # NC20260061.pdf	PDF	Oct 5, 2026
Attachment 1. Schedule of Items.pdf	PDF	Oct 5, 2026
Attachment 2. Specifications.pdf	PDF	Oct 5, 2026
12441926Q0040.pdf	PDF	Oct 5, 2026

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JOB CORPS

NATIONAL OFFICE

OCO WATERLINE

REPLACEMENT

OCONALUFTEE JOB

CORPS

CIVILIAN CONSERVATION

CENTER

SMOKEY MOUNTAINS NATIONAL PARK

06/2026 11

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

DATENO. REVISION / ISSUE

TITLE SHEET

A. GARRISON, PE

D. VALLES, PE

T1.0

1. T1.0 TITLE SHEET GENERAL

2. G1.0 CAMPUS MAP GENERAL

3. G1.1 LEGEND AND NOTES GENERAL

4. C0.1 EXISTING CONDITIONS SITE

5. C0.2 PHOTOS SITE

6. C1.1 PROPOSED CONDITIONS SITE

7. C1.2 PROPOSED OPTIONAL WORK AREA SITE

8. C2.1 DETAILS SITE

9. C2.2 DETAILS SITE

10. C2.3 DETAILS SITE

11. C2.4 DETAILS SITE

INDEX

SHEET SHEET

SUB

TITLE OF SHEET

PROJECT ADDRESS

502 OCONALUFTEE JOB CORPS RD,

CHEROKEE, NC 28719

(NO SCALE), SOURCE GPS VISUALIZER

PROJECT LOCATION

BUILDING

UNITED STATES DEPARTMENT OF AGRICULTURE

FOREST SERVICE

OCO WATERLINE

REPLACEMENT

GREAT SMOKEY

MOUNTAINS NP

OCONALUFTEE JOB

CORPS CENTER

SWAIN COUNTY, NORTH

CAROLINA

SOUTHERN REGION

U.S. LOCATION MAP

PROJECT

LOCATION

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DATE

11A

ENTRANCE ROAD

W W

JOB CORPS

NATIONAL OFFICE

OCO WATERLINE

REPLACEMENT

OCONALUFTEE JOB

CORPS

CIVILIAN CONSERVATION

CENTER

SMOKEY MOUNTAINS NATIONAL PARK

06/2026 11

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

DATENO. REVISION / ISSUE

TITLE SHEET

A. GARRISON, PE

D. VALLES, PE

G1.0

Existing Site Plan

Cherokee, North Carolina Oconaluftee Civilian Conservation Center

BUILDINGS

1 - ADMINISTRATION

2 - DORMITORY A

2A - STAFF OFFICES

3 - DORMITORY B

4 - DORMITORY C

5 - DORMITORY E

6 - DORMITORY D

7 - EDUCATION

8 - MULTI-PURPOSE & BUS/CLER VOCATION

9 - DINING HALL

10 - HARD VOCATION

11 - HEALTH OCCUPATION / VACANT

12 - VACANT

13 - STORAGE

14 - WAREHOUSE/SUPPLY

15 - WELLNESS CENTER

16 - GYMNASIUM

18 - HARD VOCATION

20 - STUDENT LAUNDRY

STRUCTURES

19 - FLAMMABLE STORAGE

21 - HAZARDOUS MATERIALS STORAGE

22 - PAVILION

BASE WORK ITEMS WITHIN HATCHED AREA

64 0 64 128

SCALE OF FEET

EXISTING WATER MAIN ROUTE (APPROXIMATE)

UTILITY LOCATION

1. PLANS SHOWING EXISTING BURIED UTILITIES ARE NOT

AVAILABLE, WHERE THEY ARE INDICATED THIS IS BASED ON

ABOVE GROUND VISUAL INSPECTION AND ARE NOT PHYSICALLY

VERIFIED OR FROM AS-BUILT PLANS. CONTRACTOR SHALL

LOCATE PUBLIC AND PRIVATE UTILITIES PRIOR TO

COMMENCING GROUND D DISTURBING ACTIVITIES, WITHIN

LOCATION UTILITY TOLERANCE ZONES AND WHERE SITE

UTILITIES CANNOT BE ACCURATELY LOCATED, UTILIZE

NON-DESTRUCTIVE EXCAVATION TECHNIQUES.

OPTIONAL BID ITEM. OBSERVED WET SPOT

IN LAWN, CONTRACTOR INVESTIGATION -

LOCATE UTILITIES, EXCAVATE/INSPECT.

CONTRACTOR REPAIR - FOR BIDDING

PURPOSES ASSUME 40 LF OF 6" WATER LINE

REPLACEMENT INCLUDING ONE SERVICE

CONNECTION (SIZE TO MATCH SERVICE).

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OCO WATERLINE

REPLACEMENT

OCONALUFTEE JOB

CORPS

CIVILIAN CONSERVATION

CENTER

SMOKEY MOUNTAINS NATIONAL PARK

06/2026 11

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

DATENO. REVISION / ISSUE

LEGEND AND NOTES

A. GARRISON, PE

D. VALLES, PE

G1.1

GENERAL NOTES

1. EXISTING SITE UTILITY PLANS ARE NOT AVAILABLE. FOR EITHER ABOVE OR BELOW GROUND UTILITIES.

2. THE CONTRACTOR SHALL LOCATE BOTH PRIVATE AND PUBLIC (UTILITY OWNED) BURIED UTILITIES PRIOR TO STARTING GROUND DISTURBING ACTIVITIES AND UTILIZE NON-DESTRUCTIVE EXCAVATION METHODS FOR THE PRECISE DEPTH/LOCATION CONFIRMATION WHERE CONFLICTS

BETWEEN EXISTING UTILITIES AND PROPOSED EXCAVATION IS TO OCCUR.

3. INCLUDE ALL IDENTIFIED BURIED UTILITIES WITHIN PROJECT AREA ON A-BUILT UTILITY DRAWINGS.

4. THE CONTRACTOR SHALL AVOID DAMAGING EXISTING UTILITIES TO REMAIN IN SERVICE DURING CONSTRUCTION, IF DAMAGE OCCURS THEY SHALL IMMEDIATELY BEGIN MAKING REPAIRS TO THE DAMAGED UTILITY AT NO ADDITIONAL COST TO THE GOVERNMENT, NOTIFY THE CONTRACTING OFFICERS REPRESENTATIVE AND CENTER STAFF OF THE DAMAGE, AND DOCUMENT THE REPAIRS METHODS USED IN THEIR

WEEKLY PROGRESS REPORTS - SEE SPECIFICATION SECTION 010150.

5. THE EXISTING WATER SYSTEM MUST REMAIN IN SERVICE UNTIL THE NEW WATER PIPE INSTALLATION HAS BEEN COMPLETED INCLUDING PRESSURE TESTING, DISINFECTION, AND CORRECTION OF ANY LEAKS DETECTED DURING TESTING.

6. FLUSH NEW WATER LINES THOROUGHLY PRIOR TO CONNECTION TO BUILDING WATER LINES OR EXISTING WATER MAINS.

LEGEND

WATER VALVE - EXISTING

WATER VALVE - NEW

FIRE HYDRANT - EXISTING

FIRE HYDRANT - NEW

WATERLINE - EXISTING

WATERLINE - PROPOSED W/ SIZE

SANITARY SEWER - EXISTING

REDUCER

TRACER WIRE ACCESS BOX - NEW

BLOW OFF VALVE

F W _"W

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OCO WATERLINE

REPLACEMENT

OCONALUFTEE JOB

CORPS

CIVILIAN CONSERVATION

CENTER

SMOKEY MOUNTAINS NATIONAL PARK

06/2026 11

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

DATENO. REVISION / ISSUE

EXISTING CONDITIONS

A. GARRISON, PE

D. VALLES, PE

C0.1

B4 DORMITORY C

B2 DORMITORY A

B3 DORMITORY B

B5 DORMITORY D

B6 DORMITORY E

B20 STUDENT LAUNDRY

B2 A

F O

EXISTING 6" WATER MAIN

A C0.1

EXISTING CONDITIONS

16 0 16 32

SCALE OF FEET

KEY NOTES

EXISTING WATER SERVICE TO BUILDING, ABANDON IN

PLACE.REMOVE VALVE BOXES AFTER SWITCHOVER TO NEW

WATERLINES.

EXISTING 6"AND 2" DISTRIBUTION WATERLINE RUN PARALLEL,

ABANDON IN PLACE, REMOVE VALVE BOXES AFTER SWITCHOVER

TO NEW WATERLINES.

EXISTING FIRE HYDRANT, PIPE BOLLARDS, AND CONTROL VALVE.

REMOVE ABOVE GROUND COMPONENTS, REMOVE PIPE BOLLARDS

AND RESET OR REPLACE IN CONCRETE AROUND NEW FIRE

HYDRANT.

NEATLY SAWCUT AROUND EXPOSED AGGREGATE AND RANDOM

PATCHES AROUND HYDRANT/BOLLARD AREAS AND PATCH WITH

CAST IN PLACE CONCRETE PAVEMENT AFTER REMOVAL OF

EXISTING COMPONENTS AND INSTALLATION OF NEW.

W W

GENERAL NOTES

1. EXISTING SITE UTILITY PLANS ARE NOT AVAILABLE. FOR EITHER ABOVE OR BELOW GROUND UTILITIES. EXISTING WATERLINE ROUTES ARE DRAWINGS ARE SCHEMATIC IN NATURE AND ARE DERIVED FROM VISUAL WALK THROUGH OF THE SITE, FIELD VERIFICATION OF EXISTING CONDITIONS IS REQUIRED AND FIELD ADJUSTMENT FOR NEW PIPING TO AVOID OBSTRUCTIONS IS ALSO REQUIRED.

BETWEEN EXISTING UTILITIES AND PROPOSED EXCAVATION IS TO OCCUR.

3. THE CONTRACTOR SHALL AVOID DAMAGING EXISTING UTILITIES TO REMAIN IN SERVICE DURING CONSTRUCTION, IF DAMAGE OCCURS THEY SHALL IMMEDIATELY BEGIN MAKING REPAIRS TO THE DAMAGE UTILITY AT NO ADDITIONAL COST, NOTIFY THE CO AND CENTER STAFF OF THE DAMAGE, AND DOCUMENT THE REPAIRS METHODS USED IN THEIR WEEKLY PROGRESS REPORTS - SEE SPECIFICATION SECTION 010150.

4. THE EXISTING WATER SYSTEM MUST REMAIN IN SERVICE UNTIL THE NEW WATER PIPE INSTALLATION HAS BEEN COMPLETED INCLUDING

PRESSURE TESTING, DISINFECTION, AND ACCEPTANCE BY THE CO.

PH1

C0.2

PH2

C0.2

PH3

C0.2

PH4

C0.2

PH5

C0.2

PH6

C0.2

PH7

C0.2

ELECTRIC SERVICE AND

BACKUP GENERATOR

DORM C POLE MOUNTED

ELECTRIC SERVICE METER

S S

EXISTING SEWER

THIS SECTION OF PIPE IS

ASSUMED TO BE LOOPED

BETWEEN HYDRANT BY

DORM A AND HYDRANT TO

THE NORTH (SEE SHEET

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OCO WATERLINE

REPLACEMENT

OCONALUFTEE JOB

CORPS

CIVILIAN CONSERVATION

CENTER

SMOKEY MOUNTAINS NATIONAL PARK

06/2026 11

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

DATENO. REVISION / ISSUE

PHOTOS

A. GARRISON, PE

D. VALLES, PE

C0.2

PH1

C0.2

B6 EXTERIOR BACKFLOW, HYDRANT, CONCRETE PATCHING

NO SCALE

PH2

C0.2

B5 EXTERIOR BACKFLOW ENCLOSURE

NO SCALE

PH3

C0.2

B3 EXTERIOR BACKFLOW ENCLOSURE

NO SCALE

PH4

C0.2

B2 EXTERIOR BACKFLOW, HYDRANT, CONCRETE PATCHING

NO SCALE

PH5

C0.2

B4 EXTERIOR

NO SCALE

PH6

C0.2

B4 EXTERIOR

NO SCALE

PH7

C0.2

B20 EXTERIOR

NO SCALE

DASHED AREA, FIELD VERIFY DEGRADED CONCRETE

AREA AND PATCH CONCRETE IN ADDITION TO PATCHING

REQUIRED FOR REMOVAL OF EXISTING SURFACE WATER

SYSTEM COMPONENTS

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S S

KEY NOTES

2" WATER SERVICE PIPE, WITH ISOLATION VALVE - SEE DETAI 4/C2.1L.

4" WATER SERVICE PIPE, WITH ISOLATION VALVE, NEW PIPE SHALL (CONNECT

TO EXISTING VERTICAL ELBOW TO BACKFLOW DEVICE FOR B2, B3, B5, B6) -

SEE DETAIL C3/C2.3.

NEW FIRE HYDRANT WITH CONTROL VALVE, AND BOLLARD PROTECTION- SEE

DETAIL 1-2/C2.2. COORDINATE LAYOUT OF ABOVE GROUND HYDRANT

COMPONENTS WITH COR, DESIRED LAYOUT IS WITHIN CENTER STRIP OF

COURTYARD TO MINIMIZE IMPACT TO TRAVEL CORRIDORS AND DOORS BUT

IS SUBJECT TO COORDINATION WITH EXISTING UTILITIES TO REMAIN.

ISOLATION AND BYPASS VALVING FOR INTERCONNECTION OF NEW AND

EXISTING WATER MAIN.

CONCRETE PATCH - FIELD VERIFY EXTENT OF MISSING/DAMAGED CONCRETE.

JOB CORPS

NATIONAL OFFICE

OCO WATERLINE

REPLACEMENT

OCONALUFTEE JOB

CORPS

CIVILIAN CONSERVATION

CENTER

SMOKEY MOUNTAINS NATIONAL PARK

06/2026 11

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

DATENO. REVISION / ISSUE

PROPOSED CONDITIONS

A. GARRISON, PE

D. VALLES, PE

C1.1

B4 DORMITORY C

B2 DORMITORY A

B3 DORMITORY B

B5 DORMITORY D

B6 DORMITORY E

B20 STUDENT LAUNDRY

B2 A

F O

EXISTING 6" WATER MAIN

A C1.1

PROPOSED CONDITIONS

16 0 16 32

SCALE OF FEET

6' 'W

6''W

GENERAL NOTES

1. EXISTING INFORMATION SHOWN ON DRAWINGS HAS BEEN TAKEN FROM LIMITED FIELD OBSERVATIONS. PHOTOS ARE INTENDED TO SHOW GENERAL EXISTING CONDITIONS AROUND THE AREAS FOR NEW WORK. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO BEGINNING WORK.

2. DIMENSIONS/SCALES INDICATED ARE FOR GENERAL SCOPING ONLY,THE CONTRACTOR SHALL FIELD VERIFY DIMENSIONS FOR COORDINATION WITH MATERIAL, EQUIPMENT, AND SHOP

DRAWING REQUIREMENTS.

3. DRAWINGS ARE SCHEMATIC IN NATURE WITH LINEWORK OFFSET FOR CLARITY, TRACER WIRE SYSTEMS SHALL BE DIRECT BURIED WITH ALL NEW PIPING PER SPECIFICATION/DETAILS. NEW PIPE SHALL BE OFFSET FROM EXISTING AS REQUIRED FOR NEW PIPE INSTALL AND TO ALLOW EXISTING WATERLINE TO BE USED UNTIL NEW IS READY FOR USE.

2' 'W

6''W

2''W

6" X 2" REDUCER

EXISTING 6" AND BUILDING SERVICE LINES

TO BE ABANDONED IN PLACE AFTER

CHANGEOVER TO NEW WATER MAIN. ALL

EXISTING WATER SERVICE ITEMS THAT

EXTEND TO SURFACE SHALL BE CUT TO 12"

MIN. BELOW SURFACE AND REMOVED.

PATCH CONCRETE IN REMOVAL AREAS.

INSTALL STOP PLUG AT DOWNSTREAM SIDE OF

VALVE AFTER CHANGEOVER TO NEW WATER LINE.

EXISTING LIQUID PROPANE TANKS

EXISTING SEWER

INSTALL NEW 6" VALVE AT CONNECTION TO EXISTING

WATER MAIN NEAR EXISTING HYDRANT FIELD VERIFY

EXISTING WATERLINE LOCATION

INSTALL STANDARD STRAW WATTLES OR

SILT FENCE PRIOR TO COMMENCEMENT

OF EXCAVATION

BLOW OFF ASSEMBLY

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KEY NOTES

4" WATER SERVICE PIPE, WITH ISOLATION VALVE - SEE DETAIL.

NEW FIRE HYDRANT WITH CONTROL VALVE, AND BOLLARD PROTECTION- SEE

DETAIL.

ASSUMED TIE-IN LOCATION, FIELD LOCATE EXISTING WATERLINES, NOTIFY

CO IF LOCATED EXISTING WATERLINE VARIES FROM ASSUMED LOCATION.

JOB CORPS

NATIONAL OFFICE

OCO WATERLINE

REPLACEMENT

OCONALUFTEE JOB

CORPS

CIVILIAN CONSERVATION

CENTER

SMOKEY MOUNTAINS NATIONAL PARK

06/2026 11

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

DATENO. REVISION / ISSUE

PROPOSED OPTIONAL

WORK AREA

A. GARRISON, PE

D. VALLES, PE

C1.2

B2 DORMITORY AB2

F O

A C1.2

PROPOSED CONDITIONS

16 0 16 32

SCALE OF FEET

GENERAL NOTES

2. DIMENSIONS/SCALES INDICATED ARE FOR GENERAL SCOPING ONLY,THE CONTRACTOR SHALL FIELD VERIFY DIMENSIONS FOR COORDINATION WITH MATERIAL, EQUIPMENT, AND SHOP

DRAWING REQUIREMENTS.

W W

W W W W W

B9 DINING HALL

S S

EXISTING SEWER MAIN

LIQUID PROPANE TANKS

OPTIONAL

INVESTIGATION/REPAIR

AREA

EXISTING LOOPED MAIN (LOCATION

ASSUMED BASED ON HYDRANT

LOCATIONS)

6''W

EXISTING FIRE HYDRANT

INSTALL NEW 6" VALVE AT CONNECTION TO EXISTING

WATER MAIN NEAR EXISTING HYDRANT FIELD VERIFY

EXISTING WATERLINE LOCATION PRIOR TO EXTENDING

NEW WATERLINE TO THIS LOCATION

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STAMPS, LOGOS, AND SEALS

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PROJECT NAME

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6" BEDDING

UNDISTURBED EARTH

HAUNCHING

6" INITIAL BACKFILL SPRINGLINE

NOT TO SCALE

C2.1

TYPICAL SECTION - PIPE BEDDING AND INITIAL BACKFILL

GRANULAR

MATERIAL

TRACER TAPE 12" (TYPICAL)

SELECT TRENCH BACKFILL.

(NOTE - IN PAVED AREAS, THIS

SHALL BE GRANULAR MATERIAL)

24" MAX. TRENCH WIDTH

MIN. TRENCH WIDTH = PIPE DIA. + 12"

"BELL HOLE"

FOR PVC AND HDPE PIPE

TRACER WIRE

TAPE TO PIPE TOP

@ 5' INTERVALS

U M

U R

Y D

E P

T H

NEW SERVICE

LINE

PROVIDE NEW CUT-OFF VALVE AND

VALVE BOX AT BUILDING ONLY IF

SHOWN ON THE DRAWINGS.

"CAP" EXISTING SERVICE LINE AND

ABANDON IN PLACE

VERIFY EXISTING SERVICE

LINE MATERIAL AND OUTSIDE

DIAMETER. PROVIDE

APPROPRIATE FITTINGS

OR ADAPTERS FOR

CONNECTION TO NEW

WATER LINE.

FACE OF EXISTING

BUILDING

NOT TO SCALE

THIS CONNECTION SHALL BE MADE

ONLY AFTER PRESSURE TESTING

AND DISINFECTION HAVE BEEN

COMPLETED AND NEW SERVICE LINE

HAS BEEN FLUSHED.

SWAB NEW CONNECTION PARTS

WITH HYPOCHLORITE SOLUTION

BEFORE INSTALLATION.

CONNECTION OF NEW SERVICE LINE TO EXISTING

C2.1

BUILDING SERVICE LINE (TYPICAL)

AT-GRADE ACCESS BOX FOR

TRACER WIRE SYSTEM WHEN

INDICATED IN PROPOSED PLAN

GROUND ROD

SERVICE LINE

GROUND ROD

ABOVE-GROUND

HYDRANT-MOUNTED

ACCESS TERMINAL

3-WAY CONNECTOR

(TYPICAL)

WATER MAIN

GROUND ROD

ACCESS BOX WHEN INDICATED IN PROPOSED PLAN

TRACER WIRES SHOWN SEPARATED FROM

WATER MAINS FOR CLARITY. ATTACH TO

WATER MAINS AT 5'-0" INTERVALS.

NOT TO SCALE

C2.1

TRACER WIRE SCHEMATIC

FIRE HYDRANT

GROUND ROD WIRE

CONNECTION POINT

TO EXISTING BLDG.

SERVICE LINE

NOT TO SCALE

C2.1

PAVEMENT REPAIR DETAILS

COMPACTED

1.0' 1.0'

SAW-CUT EXISTING

CONCRETE PAVEMENT

EXISTING BASE

ASPHALT OR CONCRETE PAVEMENT REPAIR

GRANULAR

MATERIAL

NEW 6" GRANULAR BASE

NEW 6" CONCRETE PAVEMENT

NOTE: FINISHED PAVEMENT SURFACE SHALL NOT DEVIATE FROM A 10-FT STRAIGHTEDGE AT

ANY POINT B Y MORE THAN 1/4" FOR DRIVING SURFACES OR MORE THAN 1/8" FOR WALKING SURFACES.

JOB CORPS

NATIONAL OFFICE

OCO WATERLINE

REPLACEMENT

OCONALUFTEE JOB

CORPS

CIVILIAN CONSERVATION

CENTER

SMOKEY MOUNTAINS NATIONAL PARK

06/2026 11

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

DATENO. REVISION / ISSUE

DETAILS

A. GARRISON, PE

D. VALLES, PE

C2.1

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DESIGNER

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PROJECT NAME

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FILL WITH COARSE

GRAVEL AT VALVE BODY

FOR DRAINAGE

NOT TO SCALE

C2.2

BLOW-OFF ASSEMBLY

VALVE BOX

STREET ELBOW

2" MPT x 2" FPT

BLOW-OFF

HYDRANT

2" TRANSITION

FITTING

WATER24"x24"x6"

CONCRETE PAD

2" PIPE

CUT-OFF VALVE AT MAIN

LINE. SEE DETAILS 1 OR

2 / C-2.3.

C2.2

BOLLARD DETAIL

NOT TO SCALE

COAT WITH TWO COATS OF PRIMER

AND TWO COATS OF PAINT OR HDPE PLASTIC

BOLLARD COVER

(COLOR = YELLOW)

4" DIA. STD. STEEL PIPE

CONCRETE FILLED

18" DIA. CONC. ENCASEMENT

TYPICAL BOLLARD SETTING PLAN

NOT TO SCALE

R = 3.5 FT.

PROVIDE FOUR

BOLLARDS AT

ALL FIRE HYDRANTS

3'-6"

UNDISTURBED

EARTH

CONCRETE

THRUST

BLOCK

6" MJ VALVE CONNECTED

TO MJ ANCHORING TEE

CONCRETE THRUST BLOCK

WRAP ALL FITTINGS/BOLTS

WITH 4 MIL PLASTIC PRIOR

TO POURING CONCRETE.

9 CU. FT. WASHED GRAVEL

SPREAD UNIFORM AROUND

HYDRANT BASE

6" DUCTILE IRON OR PVC

18" MIN / 24" MAX

TRACER WIRE

ACCESS TERMINAL

GROUNDING

ROD WIRE

GROUNDING

ROD

TRACER WIRE

3-WAY TRACER WIRE

CONNECTOR (TYP)

NOTE: PROVIDE 4 PIPE BOLLARDS

AT EACH FIRE HYDRANT. REFER TO

DETAIL 1/C2.2.

FINISHED GRADE

STANDARD VALVE BOX

SEE DETAIL 1 / C2.3

NOT TO SCALE

C2.2

FIRE HYDRANT & VALVE BOX DETAIL

JOB CORPS

NATIONAL OFFICE

OCO WATERLINE

REPLACEMENT

OCONALUFTEE JOB

CORPS

CIVILIAN CONSERVATION

CENTER

SMOKEY MOUNTAINS NATIONAL PARK

06/2026 11

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

DATENO. REVISION / ISSUE

DETAILS

A. GARRISON, PE

D. VALLES, PE

C2.2

COURTYARD

TRAVEL DIRECTION

36" MAX.

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SHEET

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DESIGNER

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STAMPS, LOGOS, AND SEALS

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PROJECT NAME

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DRAWING TITLE

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NOT TO SCALE

C2.3

CUT-OFF VALVE & VALVE BOX DETAIL - MAIN LINES

WATER

24"x24"x6"

CONCRETE PAD

TRACER WIRE

PROVIDE 2" XPS FOAM BOARD

FOR VALVE BOX BEARING

INSTALL VALVE BOX PLUMB

AND CENTERED OVER OPERATING NUT

STANDARD CAST IRON VALVE BOX.

PROVIDE EXTENSION STEM IF

OPERATING NUT IS > 30"

BELOW VALVE BOX LID

SOLID CONCRETE

BLOCK SUPPORT PAD

PROVIDE 3/8" DRILLED HOLE

IN VALVE BOX AND TERMINATE

TRACER WIRE INSIDE VALVE BOX

FINISHED GRADE

GATE VALVE (MJ)

DIAMETER =/> 3"

3-WAY TRACER WIRE

LATERAL CONNECTOR

2" CUT-OFF VALVE

(FIP x FIP)

SERVICE LINE

VALVE BOX

SOLID CONCRETE BLOCK

SUPPORT PAD

STRAIGHT COUPLING

(MPT x PACK JOINT)

MAIN LINE DUCTILE

IRON TEE TAPPED 2"

TRACER WIRE

PROVIDE ADEQUATE COILED TRACER

WIRE IN VALVE BOX TO UNCOIL AND

EXTEND 24" ABOVE GRADE

TRACER WIRE 3-WAY

CONNECTOR

BRASS NIPPLE

(MPT x MPT)

NOT TO SCALE

C2.3

DUCTILE IRON OR PVC MAIN LINE

2" CUT-OFF VALVE FOR SERVICE LINES

NOTE: PIPE SADDLES ARE

NOT ACCEPTABLE FOR

DUCTILE IRON OR PVC PIPE.

NOT TO SCALE

C2.3

SERVICE CONNECTION FOR EXTERIOR BACKFLOW DEVICE

EXISTING EXTERIOR

BACKFLOW RISER IN

INSULATE BOX

NEW 4" PVC SERVICE

EXISTING ELBOW (INLET

SIDE OF BACKFLOW)

ADAPTER AS REQ'D

JOB CORPS

NATIONAL OFFICE

OCO WATERLINE

REPLACEMENT

OCONALUFTEE JOB

CORPS

CIVILIAN CONSERVATION

CENTER

SMOKEY MOUNTAINS NATIONAL PARK

06/2026 11

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

DATENO. REVISION / ISSUE

DETAILS

A. GARRISON, PE

D. VALLES, PE

C2.3

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SHEET

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DESIGNER

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STAMPS, LOGOS, AND SEALS

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PROJECT NAME

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DRAWING TITLE

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EARTH (TYP.)

UNDISTURBED

COMPACTED OR

30"

MIN

24"

D (SQ.)C(SQ.)

PLAN -

PLUGSTEES

DCBABABABA

48"14"18"36"12"24"15"30"21"42"10"

40"12"15"30"9"18"12"24"17"34"8"

SIZE

12"11"22"8"16"10"20"13"26"6"

SECTION X-X PLAN & ELEVATION

6" MIN

A A

PLUGSBENDS & TEES

TEESBENDS

/4 BENDS1 1 BENDS8/ / BENDS1 16

18"12"8"16"4" 6"12" 4"8" 6"12"

250 PSI - 2,000 PSF BEARING PRESSURE

NOT TO SCALE

C2.4

THRUST BLOCK DETAILS

12"

MIN.

10' MIN.

WATER LINE

10' MIN.

*SEWER LINE

10' MIN.

18" MIN.

10' MIN.

18" MIN.

10' MIN.10' MIN.

WATER LINE

NOT TO SCALE

C2.4

MINIMUM REQUIREMENTS FOR SEPARATION OF

WATER AND SEWER LINESFOR DUCTILE IRON AND PVC PIPE

SEWER LINE

WATER LINE

HORIZONTAL SEPARATION

VERTICAL SEPARATION

SEWER LINE

(NEW OR EXISTING)

WATER LINE

UNDISTURBED

EARTH

SEWER LINE

(NEW OR EXISTING)

SEWER LINE

(NEW OR EXISTING)

WATER LINE ABOVE SEWER LINE

SEWER LINE ABOVE WATER LINE

WATER LINE

JOINT/COUPLING

MIN

24"

PLAN -

JOB CORPS

NATIONAL OFFICE

OCO WATERLINE

REPLACEMENT

OCONALUFTEE JOB

CORPS

CIVILIAN CONSERVATION

CENTER

SMOKEY MOUNTAINS NATIONAL PARK

06/2026 11

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

DATENO. REVISION / ISSUE

DETAILS

A. GARRISON, PE

D. VALLES, PE

C2.4

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SHEET

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DESIGNER

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STAMPS, LOGOS, AND SEALS

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PROJECT NAME

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DRAWING TITLE

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Sheets and Views

OCO 2026 Waterline Drawings-Title

OCO 2026 Waterline Drawings-CAMPUS MAP G1.0

OCO 2026 Waterline Drawings-G1.1

OCO 2026 Waterline Drawings-C0.1

OCO 2026 Waterline Drawings-C0.2

OCO 2026 Waterline Drawings-C1.1

OCO 2026 Waterline Drawings-C1.2

OCO 2026 Waterline Drawings-C2.1

OCO 2026 Waterline Drawings-C2.2_

OCO 2026 Waterline Drawings-C2.3

OCO 2026 Waterline Drawings-C2.4

File details come from the government source that posted it. Updated Oct 5, 2026.