ATTACHMENT 2 PLANS FOR NANTAHALA WORK CENTER.pdf

NO.

DATEBY

REVISION DESCRIPTION

SHEET NO.

DATE:

SHEET INDEX

04/29/2021

N

NANTAHALA WORK CENTER

WATERLINE IMPROVEMENTS

CONSTRUCTION PLANS

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE

REGION EIGHT

NANTAHALA NATIONAL FOREST

NANTAHALA RANGER DISTRICT

MACON COUNTY

PROJECT LOCATION

SHEET 1

SHEET 2

SHEET 3

SHEET 4

SHEET 6

SHEET 5

TYPICAL SECTIONS AND DETAILS

WATER PLAN

GENERAL NOTES

TYPICAL SECTIONS AND DETAILS

DISTRICT RANGER

NANTAHALA RANGER DISTRICT

DATE

APPROVED BY:

APPROVED BY:

FACILTIES ENGINEER

NATIONAL FORESTS IN NC

DATE

NANTAHALA RANGER STATION

TITLE SHEET

EXISTING CONDITIONS AND

DEMOLITION PLAN

AREA MAP

NORTH CAROLINA INDEX MAP

1. CONTRACTOR SHALL COORDINATE ALL WORK WITH THE COR.

2. STORAGE OF ALL EQUIPMENT AND MATERIALS ON SITE WILL BE AT THE RISK OF THE

CONTRACTOR.

3. UTILITIES SHALL BE LOCATED PRIOR TO THE COMMENCEMENT OF EXCAVATION.

4. CONTRACTOR SHALL STAKE OUT LOCATIONS OF VALVES, FIXTURES AND OTHER

FEATURES PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.

5. EXISTING EXTERIOR WATER VALVES AND FIXTURES SHALL BE REMOVED AND SHALL

BECOME THE PROPERTY OF THE CONTRACTOR.

6. ALL EXCAVATION IS UNCLASSIFIED REGARDLESS OF NATURE OF THE MATERIAL

ENCOUNTERED.

7. ALL AREAS DISTURBED BY CONTRACTOR OPERATIONS SHALL BE REPAIRED,

INCLUDING PAVEMENTS, LANDSCAPING AND OTHER FEATURES.

8. CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL FENCING, SIGNAGE AND OTHER

MATERIALS NECESSARY FOR THE PROTECTION OF THE PUBLIC AND PERSONNEL

FROM CONDITIONS AT THE PROJECT SITE.

9. CONTRACTOR SHALL INSTALL THRUST BLOCKS AT ALL ANGLES, AND TEES.

10. SEED ALL DISTURBED LANDSCAPED AREAS. NO DISTURBED AREAS WILL BE LEFT

WITHOUT SEEDING FOR MORE THAN 15 DAYS AND IN NO CASE MORE THAN 14 DAYS

AFTER WORK HAS CEASED.

11. SEED, FERTILIZE, LIME AND MULCH AS DESCRIBED BELOW:

YARD BLEND 30 LBS PER ACRE

FERTILIZER SHALL BE 17-17-17 APPLIED AT 500 LBS. PER ACRE

AGRICULTURAL LIME SHALL BE APPLIED AT 2,000 LBS. PER ACRE

MULCH SHALL BE APPLIED AT 2,000 LBS. PER ACRE

12. WHERE EROSION OR SEDIMENT MOVEMENT IS AN ISSUE AS A RESULT OF

CONSTRUCTION ACTIVITY, CONTRACTOR SHALL TAKE IMMEDIATE ACTION TO

CONTROL EROSION AND PREVENT SEDIMENT MOVEMENT USING SILT FENCE,

WATTLES AND STRAW BALES. WITHIN TWO DAYS CONTRACTOR SHALL PROVIDE AN

EROSION CONTROL PLAN TO CORRECT DEFICIENCIES WITH THE EROSION CONTROL

PLAN IN PLACE.

13. CONTRACTOR SHALL COORDINATE ALL WORK WITHIN PUBLIC RIGHTS OF WAY AND

PUBLIC UTILITY EASEMENTS WITH THE TOWN OF FRANKLIN DEPARTMENT OF PUBLIC

WORKS.

14. PUBLIC WATER SUPPLY SHALL REMAIN IN SERVICE AS LONG AS PRACTICAL.

CONTRACTOR SHALL COORDINATE ALL INTERRUPTIONS IN SERVICE WITH THE TOWN

OF FRANKLIN.

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

4/2 9/2

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SOUTHERN REGION

NANTAHALA

WORK CENTER

WATERLINE

IMPROVEMENTS

NANTAHALA NATIONAL

FOREST

NANTAHALA RANGER DISTRICT

05/03/2021

C.DAVIS

C.DAVIS

K.BUCHHOLZ

GENERAL NOTES

C-02

GENERAL NOTES:

6"

MIN

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

4/2 9/2

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SOUTHERN REGION

NANTAHALA

WORK CENTER

WATERLINE

IMPROVEMENTS

NANTAHALA NATIONAL

FOREST

NANTAHALA RANGER DISTRICT

05/03/2021

C.DAVIS

C.DAVIS

K.BUCHHOLZ

SECTIONS AND DETAILS

C-03

VALVE AND VALVE BOX DETAIL

NOT TO SCALE

18"X18" CONC. COLLAR

SLOPE AWAY FROM COVER

#5 RE-BAR HOOP

(TYP.)

4" DEPTH COMP.

ABC STONE

2 C.F. CONC. ANCHOR BLOCK

ALL 2" THRU 6" SIZE VALVES

24" - 36" CAST IRON

SCREW TYPE VALVE BOX

VALVE BOX IS REQUIRED

FOR ALL BURIED VALVES

VALVE AS SPECIFIED ON PLANS

AND SPECIFICATIONS

NO. 3 GALV. STEEL

BAR U-ANCHOR

2" HOT MIX ASPHALT PATCH

INSTALLED IN CONFORMANCE WITH

MANUFACTURER'S SPECIFICATIONS

MATCH PATCH TO EXISTING

ASPHALT SURFACE.

6" COMPACTED ABC STONE

SUBSEQUENT

BACKFILL

BEDDING AND

INITIAL BACKFILL

M

I N

T

O

T O

P

O

F

P

I P

E

18" MIN

REDUCER - PLAN

TEE - PLAN

BEND - PLAN

VERTICAL BEND - ELEVATION

A

A

BEND - SECTION

9"

9"

B

9"

B

TEE - SECTION

THRUST BLOCKING DETAILS

NOT TO SCALE

15"

C

C

REDUCER - SECTION

REDUCER

UNDISTURBED

SOIL

9"

9"

NOTES:

1. THRUST BLOCKING MUST BE 3,000 PSI

CONCRETE.

GALVANIZED PIPE

YARD HYDRANT DETAIL

NOT TO SCALE

GROUND

LEVEL

OUTLET

BURY

DEPTH

FROST

LINE

WASHED #57 STONE

WOODFORD U150W

YARD HYDRANT

VALVE BODY

D

D

VERTICAL BEND - SECTION

TRENCHING DETAIL FOR PAVED

AND UNPAVED SECTIONS

MOUND TO ALLOW FOR

SETTLEMENT WHERE

MOUNDING WILL NOT

AFFECT THE NATURAL

DRAINAGE PATTERN (TYP.)

PAVED UNPAVED

6"x6" TIMBERS

WITH SLICED

CORNERS

18" NO. 5 REBAR

(TYP.)

3'

HYDRANT AND EYE WASH PEDESTAL DETAIL

NOT TO SCALE

1.5" PVC SCH 40

0.7 CU. FT.

THRUST BLOCK

1.5" 90° FITTING

(NOT INCLUDED W/ HYDRANT)

REBAR

SPLICE TIMBERS

AT CORNERS

15" REBAR

SPACING

(TYP.)

WARNING TAPE

NOT TO SCALE

6" WASHED

#57 STONE

COMPACTED

STONE BASE

GEOTEXTILE FABRIC

2"

TYPICAL BOLLARD DETAIL

NOT TO SCALE

18"

6"

42"

SET POST IN CONCRETE

EXISTING PAVEMENT

18"

6" DIAM SCH 40 PVC,

PAINTED W/ 2 COATS

TRAFFIC YELLOW

FILL POST WITH CONCRETE,

ROUNDED TOP TO DRAIN

SLOPE 1" ABOVE PAVING

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

5/3 /21

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SOUTHERN REGION

NANTAHALA

WORK CENTER

WATERLINE

IMPROVEMENTS

NANTAHALA NATIONAL

FOREST

NANTAHALA RANGER DISTRICT

05/03/2021

C.DAVIS

C.DAVIS

K.BUCHHOLZ

SECTIONS AND DETAILS

C-04

GUARDIAN G1941 EYEWASH STATION DETAIL

CONTRACTOR TO INSTALL

VENT PROTECTOR PLUG

TO PREVENT INSECT

ENTRY (NOT INCLUDED)

PEDESTAL PER

DETAIL SHEET C-03

OE

OE OE OE OE

OE

OE

OE OE OE OE OE

W

" W2

E E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

G

W

" W3/4

W

" W3 " W3

" W2

" W6

E

" W2

S

W

R

SWR

S

W

R

S W

R

S

S

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

5/5 /21

:1

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SOUTHERN REGION

NANTAHALA

WORK CENTER

WATERLINE

IMPROVEMENTS

NANTAHALA NATIONAL

FOREST

NANTAHALA RANGER DISTRICT

05/03/2021

C.DAVIS

C.DAVIS

K.BUCHHOLZ

C-05

EXISTING CONDITIONS

AND DEMOLITION PLAN

CONSTRUCTION NOTES:

CUT EXISTING WATERLINE AND REMOVE DEMOLISHED SECTIONS

ALONG WITH ANY APPURTENANCES (VALVES,VALVE BOXES,

HYDRANTS, ETC.), AS SHOWN. DISPOSE OF DEMOLISHED

MATERIAL OFFSITE.

PROVIDE AT LEAST 3 FEET CLEARANCE FROM ALL PROPOSED

WATERLINES AND APPURTENANCES.

CONTRACTOR TO REPAIR TRENCH WITH UNCLASSIFIED BACKFILL

AND COMPACT BY ROLLER UNTIL NO FURTHER SETTLEMENT

OCCURS.

ABANDONED

SEWAGE LEECH

FIELD

W O

K

C

N

T E

R

O I L

H

O U

S E

RESTROOMS

S E

E D

C O

O L E

R

STORAGE

POLE SHED

PAVED PARKING

G R

A V

E L

P A

R K

I N

G

R

A

N

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A

T

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CUT AND ABANDON EXISTING WATERLINE AT BUILDING FACE.

CUT EXISTING WATERLINE, LEAVING CLEAN STUB FOR NEW

CONNECTION TO BUILDING.

LEGEND

EXISTING FENCE

E

EXISTING UNDERGROUND ELECTRICAL LINE

OE

EXISTING OVERHEAD ELECTRICAL LINE

EXISTING POWER POLE

SEWER LIFT

STATION

RADIO TOWER

EXISTING

CONCRETE WALK

EXISTING WATERLINE TO BE DEMOLISHED

DEMOLISH EXISTING APPT

EXISTING WATER METER

(TO BE REMOVED BY TOWN

OF FRANKLIN PUBLIC

WORKS DEPARTMENT)

EXISTING LIGHT POLE

EXISTING STORM DRAIN

DEMO EXISTING CONCRETE SLAB AS NECESSARY FOR

INSTALLATION OF PROPOSED WATERLINE. REPLACE IN KIND

FOLLOWING INSTALLATION

REMOVE EXISTING CONCRETE PAD. SEE SHEET C-06 FOR

REPLACEMENT DETAILS

EXISTING WATERLINE, ABANDON IN PLACE

CUT EXISTING WATERLINE DIRECTLY DOWNSTREAM OF

EXISTING GATE VALVE FOR FUTURE WATERLINE CONNECTION

TO BUILDING. GATE VALVE TO BE REMOVED AND REPLACED

AS PART OF PROPOSED WORK.

GRAVEL ACCESS ROAD

S H

E D

S

Feet

20 4010

1"=40'

OE OE OE

OE

OE OE

OE

OE OE

OE OE

OE OE

OE

OE

OE

OE OE OE OE OE OE OE OE

E E

E E

E

E

E

E

E

E

E

E

E

E

E

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E

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E

E

E

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E

E

E

E

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E

E

E

E

E

E

E

E

E

E

E

E

E

G

G

" W3 " W3

" W6

EE

S

W

R

SWR

S

W

R

W

S W

S

" W1.5

W

W

W

W

W

W

" W3" W3" W3

" W3

W

W

" W3

W

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

5/5 /21

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SOUTHERN REGION

NANTAHALA

WORK CENTER

WATERLINE

IMPROVEMENTS

NANTAHALA NATIONAL

FOREST

NANTAHALA RANGER DISTRICT

05/03/2021

C.DAVIS

C.DAVIS

K.BUCHHOLZ

C-06

WATER PLAN

W O

K

C

N

T E

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O I L

H

O U

S E

RESTROOMS

S E

E D

C O

O L E

R

STORAGE

POLE SHED

R

A

N

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CONSTRUCTION NOTES:

LOCATION OF UTILITIES INCLUDING WATER, POWER, SEWER,

GAS, FIBEROPTIC, AS WELL AS ALL OTHER UTILITIES SHALL BE

LOCATED BY CONTRACTOR PRIOR TO THE BEGINNING OF

WORK. LOCATIONS SHOWN ON PLANS ARE INCOMPLETE AND

APPROXIMATE. SIGNIFICANT DEVIATION OF ACTUAL UTILITY

LOCATIONS FROM THE LOCATIONS SHOWN ON PLANS SHALL BE

COMMUNICATED TO COR AND ENGINEER.

CONNECT TO EXISTING 16" WATERLINE USING 16" X 4" TAPPING

SLEEVE AND 4" TO 3" REDUCER WITH FLANGED OUTLETS.

TAPPING SLEEVE SHALL BE STYLE 665 BY SMITH BLAIR, OR

APPROVED EQUAL.

CONSTRUCT METER, BYPASS AND VAULT PER TOWN OF

FRANKLIN STANDARD DETAIL W21.1 & W21.2 ON SHEET C-04.

INSTALL WOODFORD U150 FREEZELESS UTLITY YARD HYDRANT

IN COMPACTED STONE PEDESTAL PER DETAILS ON SHEET C-03

AND MANUFACTURER'S SPECIFICATIONS. WHERE NOTED,

INSTALL FITTING TO PROVIDE OUTLET TYPE SHOWN.

CONNECT TO EXISTING GALVANIZED STEEL WATERLINE AT

BUILDING USING PVC TRANSITION ADAPTERS AS APPROPRIATE

FOR SECURE CONNECTION.

INSTALL FREEZE PROOF GUARDIAN G1941 SAFETY STATION

WITH EYEWASH PER DETAIL ON SHEET C-04 AND

MANUFACTURER'S SPECIFICATIONS. MOUNT EYEWASH STATION

IN PEDESTAL PER DETAILS ON SHEETS C-03 AND C-04.

CONTRACTOR TO INSTALL 1 1/4" NPT VENT PROTECTOR PLUG,

AS INDICATED ON EYE WASH DETAIL, SHEET C-04.

REMOVE EXISTING FENCE AS NECESSARY FOR CONSTRUCTION.

RESTORE TO PREVIOUS CONDITION FOLLOWING WORK.

INSTALL 90° FITTING.

INSTALL 22.5° FITTING.

INSTALL 45° WYE FITTING.

INSTALL TEE.

S H

E D

S

LEGEND

EXISTING WATERLINE

PROPOSED WATERLINE

PROPOSED YARD HYDRANT AND PEDESTAL

90° FTG

TEE FTG

GATE VALVE

45° FTG

22.5° FTG

45° WYE FTG

2" W

2" W

Feet

20 4010

1"=40'

MAINTAIN 12" MINIMUM VERTICAL CLEARANCE

BETWEEN CROSSING SEWER AND WATER LINES.

CURB VALVE

WATER LINE ID

INSTALL 45° FITTING.

BOTTOM OF WATER PIPE SHALL BE A MINIMUM

OF 12" ABOVE TOP OF ADJACENT BUILDING

SEWER SERVICE. IF SUCH SEPARATION IS

NOT FEASIBLE WHILE MAINTAINING 30" COVER

ON WATER LINE, WATER LINE SHALL BE

SLEEVED WITHIN 10' OF BUILDING SEWER

USING SAME MATERIAL OF LARGER DIAMETER

CONSTRUCT SIX (6) PIPE BOLLARDS PER

DETAIL ON SHEET C-03, SPACED @ 3' O.C.

3' (TYP.)

INSTALL 11.25° FTG

18'

12'

" MALE FTP

" MALE FTP

" MALE FTP

" MALE FTP

INSTALL HYDRANT AND EYE WASH

ADJACENT TO EXISTING WALL

PROPOSED 12' x 18' x 6" PORTLAND CEMENT

CONCRETE PAD ON 4" COMPACTED STONE

SUBBASE.