Lake Powhatan Wastewater Treatment Plant As Builts Package.pdf

PDF 34 MB Posted Feb 26, 2026

Attached to: Lake Powhatan Sewer Project
Solicitation number: 12445226Q0007
Issued by: Department of Agriculture Forest Service

About this file

Written by GovTribe AI · Feb 26, 2026

This file contains the engineering design and construction drawings package for the Lake Powhatan Wastewater Treatment Plant utility replacement project. The as-built package documents the complete design for a utility replacement project at Lake Powhatan Campground in the Pisgah Ranger District, National Forests in North Carolina, prepared by David D. Smith and Company Civil Engineering Consultants (Project No. 173604-1). The drawings include topographic surveys, site plans, and detailed utility layouts completed between June 2004 and August 2004 at various submittal stages (70%, 85%, and 100%).

The technical drawings specify the installation of new sanitary sewer lines (ranging from 2" to 8" PVC and ductile iron pipe), water lines (ranging from 1.5" to 6" SDR 21 PVC and ductile iron pipe), and associated infrastructure including multiple lift stations, wastewater treatment facility connections, and utility modifications throughout the campground's four primary loops (Hard Times, Lakeside, Bent Creek, and Big John). Key construction requirements include minimum 36" pipe cover (or ductile iron pipe alternative), 18" vertical separation between sewer and water lines, magnetic tracer tape placement, thrust blocking at fittings, and comprehensive details for meter boxes, valve installations, hydrant placements, blow-off valves, and drainage systems. The project maintains existing sewer lines in Bent Creek Loop while replacing infrastructure in other areas, requires coordination with ongoing campground operations (open April-October), includes removal and relocation of survey markers and campsite amenities, and mandates restoration of all disturbed areas to pre-construction or better condition. Construction specifications reference North Carolina Administrative Code for waste discharge and public water supply requirements, with detailed profiles and plan sheets provided for each utility loop and connection point.

View the file

Other files

File	Type	Posted
Solicitation 12445226Q0007- Amedment 1.pdf	PDF	Feb 27, 2026
Attachment 1 - Revised Solicitation Terms and Conditions- Lake Powhatan Sewer Project.pdf	PDF	Feb 26, 2026
Solicitation 12445226Q0007- Amedment 1.pdf	PDF	Feb 26, 2026
Attachment 2- Revised Lake Pow WWTP Decomm Plan Set.pdf	PDF	Feb 26, 2026
Attachment 2- Lake Pow WWTP Decomm Plans.pdf	PDF	Jan 22, 2026
Attachment 5- Davis Bacon Wage Determination- Buncombe County.pdf	PDF	Jan 22, 2026
Attachment 4- Lake Pow WWTP Decomm SOI.pdf	PDF	Jan 22, 2026
Attachment 3- Lake Pow WWTP Decomm Specs.pdf	PDF	Jan 22, 2026
Attachment 7- Lake Pow WWTP Decomm PPQ Template.docx	DOCX document	Jan 22, 2026
Attachment 6- Site Visit Information- Lake Powhatan.pdf	PDF	Jan 22, 2026
Attachment 1 - Solicitation Terms and Conditions- Lake Powhatan Sewer Project.pdf	PDF	Jan 22, 2026

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LAKE POWHATAN CAMPGROUND

LAKE POWHATAN RECREATION AREA

PISGAH RANGER DISTRICT

NATIONAL FORESTS IN NORTH CAROLINA PROJECT:

UTILITY REPLACEMENT

Asheville, NC 28801

(828) 254-4448

46 Haywood Street, Suite 201A

DAVID D. SMITH and COMPANY

Civil Engineering Consultants

TOPOGRAPHIC SURVEY BY:

-United States Forestry Service

-Metropolitan Sewerage District of Buncombe County -North Carolina Arboretum

UTILITY SURVEY DATA BY:

High Country Surveyors 141B Merrimon Avenue

Asheville, NC 28801

DDSCO. PROJECT NO. 173604-1ISSUED:

SCALE 1"=

300' 600'150'300'

300'

June 07, 2004 70%Submittal

OVERALL SITE

SITE PLAN & LAYOUT

SCALE: 1" = 300'

C-1

GENERAL NOTES:

1. LOCATION OF EXISTING UTILITIES AS SHOWN ON PLAN SHEETS ARE APPROXIMATE ONLY. EXACT LOCATIONS ARE TO BE VERIFIED IN THE FIELD BY

CONTRACTOR PRIOR TO ANY EXCAVATION.

2. CONTRACTOR SHALL FIELD STAKE LOCATION AND ALIGNMENT OF PROPOSED SEWER, WATER AND ELECTRICAL LINES AND OBTAIN APPROVAL BY

CONTRACTING OFFICER PRIOR TO BEGINNING CONSTRUCTION. MAKE MINOR ADJUSTMENTS IN ALIGNMENTS AS DIRECTED BY CONTRACTING OFFICER TO

PROTECT RESOURCES OR EXISTING IMPROVEMENTS.

3. ALL PROPOSED SEWER LINES SHALL HAVE A MINIMUM OF 36" COVER OVER THE CROWN OF PIPE OR SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE.

4. MAGNETIC TRACER TAPE (MTT) IS TO BE PLACED DIRECTLY ABOVE SEWER AND WATER LINE INSTALLATION AT A DEPTH OF 1 FOOT BELOW FINISHED

GRADE.

5. SANITARY SEWERS CROSSING WATER MAINS, NATURAL WATERWAYS, OR WITHIN 10' LATERALLY, SHALL BE VERTICALLY SEPARATED BY A MINIMUM OF 18"

CLEAR DISTANCE OR CONSTRUCTED OF DUCTILE IRON IN ACCORDANCE WITH NORTH CAROLINA RULES GOVERNING PUBLIC WATER SUPPLIES REQUIREMENTS.

-WHERE A WATER LINE CROSSES A SEWER LINE WITH LESS THAN 18" VERTICAL SEPARATION OR WHERE THE WATER LINE CROSSES A SEWER LINE, BOTH

WATER AND SEWER LINES SHALL BE CONSTRUCTED OF FERROUS MATERIAL FOR 10' EACH SIDE OF THE CROSSING.

-MINIMUM HORIZONTAL CLEARANCE BETWEEN WATER AND SEWER LINES SHALL BE 10' WHERE 18" VERTICAL SEPARATION CANNOT BE MAINTAINED AND

UNLESS OTHERWISE NOTED.

6. ALL 4", 6" AND 8" SEWER LINES, UNLESS NOTED OTHERWISE SHALL BE POLYVINYL CHLORIDE (PVC) PIPE WITH SDR AS NOTED ON DRAWINGS.

FITTINGS CONFORMING TO ASTM D 3034 NEW DUCTILE IRON PIPE SHALL BE CLASS 50.

7. TRAFFIC CONTROL MUST BE MAINTAINED AT ALL TIMES. CAMPGROUND WILL BE FULLY OPERATIONAL APRIL 1 THROUGH OCTOBER 31. AFTER APPROX.

ONE WEEK FOR WINTERIZING, THE CAMPGROUND WILL BE OPEN TO ADMINISTRATIVE PERSONNEL AND VISITORS UNTIL THE NEXT CAMPING SEASON.

8. WHERE A SEWER LINE IS TO BE INSTALLED IN A ROADWAY OR DITCH LINE, A MINIMUM OF 3' COVER SHALL BE MAINTAINED FROM THE BOTTOM OF THE DITCH TO THE TOP OF THE SEWER LINE OR DUCTILE IRON PIPE SHALL BE USED. THE DITCH LINE SHALL BE STABILIZED AT PRE-CONSTRUCTION GRADES

FOLLOWING SEWER LINE INSTALLATION. ALL ASSOCIATED COSTS ARE TO BE INCLUDED IN SEWER LINE UNIT BID PRICE.

9. THE COST FOR REMOVAL AND REPLACEMENT OF ANY IMPROVED SURFACE, CONCRETE, ASPHALT, GRAVEL, STRUCTURE, STEPS, STAIRS, WALLS, CAMPSITE/PICNIC AMENITIES, ETC., SHALL BE INCLUDED IN THE UNIT BID PRICE FOR THE WORK CAUSING THE REMOVAL/REPLACEMENT.

10. ALL SEWER LINE CONSTRUCTION SHALL CONFORM TO THE STATE OF NORTH CAROLINA RULES GOVERNING WASTE NOT DISCHARGED TO SURFACE WATERS

AND TO TECHNICAL SPECIFICATIONS CONTAINED IN THE CONTRACT DOCUMENTS FOR THIS PROJECT.

11. THRUST BLOCKING IS TO BE PROVIDED AT ALL TEES AND BENDS, HORIZONTAL AND VERTICAL, ALONG PROPOSED 2" THRU 6" WATER LINES.

12. ALL PROPOSED WATER LINES SHALL BE INSTALLED WITH A 36" MINIMUM COVER OR SHALL BE DUCTILE IRON AS INDICATED ON DRAWINGS.

NEW YARD HYDRANT

NEW WATER VALVE

TREE LINE

EXISTING YARD HYDRANT

56 CAMPSITE

HOST CAMPSITE NEW SEWERLINE

EXISTING SEWERLINE

NEW WATERLINE

EXISTING WATERLINE TO REMAIN

EXISTING WATERLINE ABANDONED

S S S

LEGEND:

SHEET LAYOUT

July 06, 2004 85%Submittal

13. REMOVE ALL FLAGGING AS CONSTRUCTION PROCEEDS.

14. REMOVE, STORE AND RESET ALL CAMPSITE NUMBERS THAT ARE IN CONFLICT WITH PROPOSED UTILITY ROUTING.

15. U.S.F.S. GEODETIC MARKERS - REPLACE, IF DISTURBED DURING CONSTRUCTION. MATCH ORIGINAL LOCATION AND ELEVATION.

CONTACT CONTRACTING OFFICER PRIOR TO REMOVING ANY SURVEY MARKER AND PRIOR TO RESETTING.

16. CONTRACTOR MAY RE-USE EXISTING SEWER MANHOLE FRAMES AND COVERS AT CONTRACTORS DISCRETION IF FRAME OPENINGS

ARE CORRECT SIZE (24"∅ MIN.) AND ARE IN GOOD CONDITION. FRAMES AND COVERS NOT RE-USED SHALL BE REMOVED FROM

THE SITE AT CONTRACTOR'S EXPENSE.

17. REMOVE AND LEGALLY DISPOSE OF OFF-SITE ALL EXISTING SANITARY SEWER MANHOLES TO BE REPLACED AND ALL

DEMOLISHED MATERIAL.

18. ALL AREAS DISTURBED OR DAMAGED DURING CONSTRUCTION SHALL BE GRADED SMOOTH AND RESTORED TO A CONDITION

EQUAL TO OR BETTER THAN ORIGINAL CONDITION.

19. DO NOT USE CAMPSITES OR CAMPGROUND APPURTENANCES FOR STORING EQUIPMENT, SUPPLIES OR DEMOLISHED MATERIAL WITHOUT EXPRESSED APPROVAL OF CONTRACTING OFFICER. NEW SEWER AND WATERLINE PIPE SHALL BE STORED AS CLOSE TO

WORK ZONE AS POSSIBLE WITHOUT INTERFERING WITH CAMPGROUND ACTIVITIES.

20. REMOVE ALL HYDRANTS, DRINKING FOUNTAINS, VALVE BOXES, METER BOXES, DAYLIGHTED PIPE AND OTHER SURFACE IMPROVEMENTS FROM WATERLINES TO BE ABANDONED TO AVOID CONFUSION WITH NEW WORK. DISPOSE OF LEGALLY OFF-SITE.

WATER VALVES, DRINKING FOUNTAINS AND HYDRANTS MAY BE PRESENT THAT ARE NOT NOTED ON THESE DRAWINGS. FIELD

VERIFY.

21. GENERALLY, ALL WATERLINE TEES ARE TO HAVE 2 VALVES INSTALLED AND CROSSES HAVE 3, WHETHER SHOWN ON THIS SET, OR NOT. USE NON-RISING STEM GATE VALVES FOR 2" AND LARGER. USE CORPORATION STOPS FOR LINES SMALLER THAN 2".

22. UTILITY PLACEMENT (TYPICALS):

A. GRAVEL ROADS: 3' OFF EDGE OF GRAVEL, IF POSSIBLE.

IF 3' IS NOT FEASIBLE THEN PLACE ON EDGE OF GRAVEL AND COMPACT BACKFILL.

- DITCHES: BURY 30" BELOW FLOWLINE

- CULVERTS: WHEN CROSSING CULVERTS, BURY WATER 12" MIN. BELOW BOTTOM OF CULVERT.

B. CAMPGROUND ROADS: 18" MINIMUM OFF EDGE OF ASPHALT OR AS INDICATED ON DRAWINGS.

23. ALL NEW SANITARY SEWER MANHOLES ARE 4' INSIDE DIAMETER PRECAST CONCRETE WITH FORMED INVERTS UNLESS

OTHERWISE NOTED.

24. ALL HYDRANTS DRAIN TO DAYLIGHT, OR IF A DAYLIGHT POINT IS NOT FEASIBLE, DRAIN TO A SUMP CREATED WITH

"INFILTRATOR", OR EQUAL (TYPICALLY 2 SECTIONS). ALL DRINKING FOUNTAINS DRAIN TO SUMPS CREATED WITH "INFILTRATOR" (2 SECTIONS, TYPICAL, 4 SECTIONS FOR THE FOUNTAIN AT THE BEACH). SOME PROPOSED HYDRANTS DO NOT SPECIFICALLY SHOW WHAT TO INSTALL. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VISIT THE SITE TO DETERMINE IF DAYLIGHT POINTS

ARE FEASIBLE.

NEW MANHOLE

EXISTING MANHOLE

5' 5'

W A T E R

E L E C T R

S A N

S E W E R

C A M P S

P A D

B A C K

E D G E

O F

SPUR

1'±

AT CAMPSITES:

TYPICAL ALIGNMENT OF UTILITIES

EXISTING WATER VALVE

M WATER METER

BLOW-OFF VALVE

C.O.

CLEANOUT

July 26, 2004 100%Submittal

AIR RELEASE VALVE

August 27, 2004 Misc. revisions to complete drawing set.

25. FOR ALL WATER SERVICE LINES TO FULL SERVICE CAMPSITES (I.E. RECEIVING WATER, SEWER, ELECT.

SERVICE) AND EVERY NEW YARD HYDRANT TEE OFF OF THE MAIN, PROVIDE A METER BOX WITH A CORPORATION STOP AND BACKFLOW PREVENTER BETWEEN TWO UNIONS AS SHOWN ON THE UTILITY BOX

DETAIL, SHEET C-31.

PISGAH RANGER DISTRICT

NATIONAL FORESTS IN NORTH CAROLINA PROJECT:

UTILITY REPLACEMENT

Asheville, NC 28801

(828) 254-4448

46 Haywood Street, Suite 201A

DAVID D. SMITH and COMPANY

Civil Engineering Consultants

TOPOGRAPHIC SURVEY BY:

-United States Forestry Service

-Metropolitan Sewerage District of Buncombe County -North Carolina Arboretum

UTILITY SURVEY DATA BY:

High Country Surveyors 141B Merrimon Avenue

Asheville, NC 28801

DDSCO. PROJECT NO. 173604-1ISSUED:

SCALE 1"=

100' 200'50'100'

100'

INSERT

June 07, 2004 70%Submittal

OVERALL SITE

SHEET LAYOUT-SEWER

SCALE: 1" = 100'

C-3

EXPOSED

PIPE

EXPOSED

PIPE

EXPOSED

LIFT STATION

M H

N O T

F O U N D

W A S T E W A T E R

E A T M E N T

W A S T E W A T E R

C O

LLE

C T

GRINDER TO BE

ABANDONED

MAINTENANCE

SHED

PIPE

EXPOSED

PIPE

EXPOSED

PIPE

NEW SEWERLINE

EXISTING SEWERLINE

NEW WATERLINE

EXISTING WATERLINE TO REMAIN

EXISTING WATERLINE ABANDONED

S S S S

EXISTING WATERLINE

TO BE ABANDONED

July 06, 2004 85%Submittal

EXISTING PICNIC

PAVILLION

EXISTING

PEDESTRIAN

BRIDGE

EXISTING

LIFEGUARD

STATION

FUTURE LAUNDRY

EXISTING GATE HOUSE

EXISTING TRAILER

DUMPSITE

July 26, 2004 100%Submittal

EXISTING SANITARY SEWER PIPES

IN BENT CREEK LOOP SHALL

REMAIN.

ALL PAVEMENT CROSSINGS IN

HARD TIMES LOOP SHALL BE

OPEN CUT.

Misc. revisions to complete drawing set.August 27, 2004

0 2

L A K

O W

S f t

0 2

5 1

EXISTING

SEPTIC

E X

S E P T

W E L L

S S

C S

W E L L

1 1/2"

3/ 4"

1/ 2"1 1/

1 1/2"

SEWER PLAN/PROFILE SHEET C-11

SEWER

PLAN/P

ROFILE SH

EET C-

SEWER PLAN/PROFILE SHEET C-12

SEWER PLAN/PROFILE SHEET C-13

FIL

T C-

SEW

ER PLAN/PROFILE SHEET C-

3/4"

1 1/2"

1/ 2"

1 1 /2"

1/ 2"

3/4"3/4

1 1/2"

3/4

W E L L

1 1/2"

1/ 2"

C.O.

TIM

E S

LOOP

L A K E S I D E

L O O P

B E N T

E E K

B E N T

C R E E K

R O A D

M A I N T E N A N C E

R O A D

W A S T E W A T E R

T R E A T M E N T

P L A N T

10 FT. CLEAR

MINIMUM

BATHROOMS

B E A C H

A R E A

1 1/2"

12"TREE

18"TREE

12"TREE

12"OAK

18"TREE

B A T H R O O M

BEACH ROAD

D U M P

S T A T I O N

R O A D

P O P

"T R E E S

T R E E

"S P R U C E

S E W E R

P L A N P R O F

S H E E T

12"TREE

24"PINE

L A R G E

O A K

L A R G E

3/4"

L A R G E

C O N C

S L A B

P A V E D

C H

P A V E D

C H

R O C K

S T E P S

PED. BRIDGE

E X

T P A T H

(A P P R O X

18"CMP

R A

C E

B A T H R O O M S

"P O P

ROCKY AREA

L A R G E

"M A P

T W

O A K S

H E M L O C K S

B A T H R O O M S

E X

D U M P S T E R

E S

CULVERT

E X

T R O C K S

"P O P

C.O.

B A T H R O O M S

S T O N E

S T E P S

W W O O D H A N D R A

R O C K

S T E P

R O C K

W A L L

S T O N E

S T E P S

GEO. MA

RKER

12" PINE

21" OAK

CULVERT

DITCH

LARGE OAK

21"OAK

14" OAK

18"TREE

GEO. MARKER

BEACH TRAIL

21"TREE

TRANSFORMER

21"OAK

L A U N D R Y

F U T U R E

H O U S E

G A T E

C.O.

3/4"

GEO. MARKER

wv wv

E G U A R D

M E T E R

E X

B L O W

O F F

V A L V E

"C M P

T R A

H O M E S T E A D

3/ 4"C.O.

C.O.

3/ 4"

ROCK WALL

3/4"

W V

C .O

M E T E R

T R A N S

F O R M E R

C .O

3/ 4"

"M A P

P V C

RET

C .O

M A T C H L

E R T

B E L O W

E X

S E P T

3/4"

3/ 4"

1 1/2"1 1/ 2"

3/4"

OAKS

BATHROOMS

3/ 4"

MAPLE

12" OAK

12" PINE

TWIN 18" OAK

CRETE

21" OAK

CULVERT

DITCH

OAK

G E O

M A R K E R2 wv

M A T C H L

PISGAH RANGER DISTRICT

NATIONAL FORESTS IN NORTH CAROLINA PROJECT:

UTILITY REPLACEMENT

Asheville, NC 28801

(828) 254-4448

46 Haywood Street, Suite 201A

DAVID D. SMITH and COMPANY

Civil Engineering Consultants

TOPOGRAPHIC SURVEY BY:

-United States Forestry Service

-Metropolitan Sewerage District of Buncombe County -North Carolina Arboretum

UTILITY SURVEY DATA BY:

High Country Surveyors 141B Merrimon Avenue

Asheville, NC 28801

DDSCO. PROJECT NO. 173604-1ISSUED:

SCALE 1"=

100' 200'50'100'

100'

MATCH LINE SHEET C-5

INSERT

June 07, 2004 70%Submittal

OVERALL SITE

SHEET LAYOUT-WATER

SCALE: 1" = 100'

C-4

WATERLINE BELIEVED TO BE

ABANDONED IN PLACE

NEW SEWERLINE

EXISTING SEWERLINE

NEW WATERLINE

EXISTING WATERLINE ABANDONED

EXISTING WATERLINE TO REMAIN

SSSS

LIFT STATION

July 06, 2004 85%Submittal

EXISTING PEDESTRIAN

BRIDGE

EXISTING PICNIC

PAVILLION

EXISTING TRAILER

DUMP STATION

ALL PAVEMENT CROSSINGS IN

HARD TIMES LOOP SHALL BE

OPEN CUT.

FUTURE LAUNDRY

EXISTING GATE HOUSE

100%SubmittalJuly 26, 2004

ABANDON EXISTING WELLS (3).

Misc. revisions to complete drawing set.August 27, 2004

0 2

L A K

O W

S f t

0 2

5 1

EXISTING

SEPTIC

E X

S E P T

W E L L

S S

C S

W E L L

1 1/2"

3/ 4"

1/ 2"1 1/

1 1/2"

WATERLINE PLAN/PROFILE SHEET C-17

TER

LINE

/PR

OFILE

EET

C-

WATERLINE PLAN/PROFILE A SHEET C-19

WAT

ERLINE

PLAN

/PR

OFILE

SHEE

T C-

ATERLINE PLAN/PROFILE SHEET C-

W A T E R

N E

N S P R O F

H E E T

PLAN/PROFILE SHEET C-22

INE

ILE

C -2

3/4"

1 1/2"

1/ 2"

1 1 /2"

1/ 2"

3/4"3/4

1 1/2"

3/4

W E L L

1 1/2"

1/ 2"

C.O.

TIM

E S

LOOP

L A K E S I D E

L O O P

B E N T

E E K

B E N T

C R E E K

R O A D

M A I N T E N A N C E

R O A D

WATERLINE PLAN/PROFILE SHEET C-15

W A S T E W A T E R

T R E A T M E N T

P L A N T

WATERLINE PLAN/PROFILE B

SHEET C-18

S H E E T

SHEET C-16

WATERLINE PLAN/PROFILE

10 FT. CLEAR

MINIMUM

BATHROOMS

B E A C H

A R E A

1 1/2"

12"TREE

18"TREE

12"TREE

12"OAK

18"TREE

B A T H R O O M

BEACH ROAD

D U M P

S T A T I O N

R O A D

P O P

"T R E E S

T R E E

"S P R U C E

12"TREE

24"PINE

L A R G E

O A K

L A R G E

3/4"

L A R G E

C O N C

S L A B

P A V E D

C H

P A V E D

C H

R O C K

S T E P S

PED. BRIDGE

E X

T P A T H

(A P P R O X

18"CMP

R A

C E

B A T H R O O M S

"P O P

ROCKY AREA

L A R G E

"M A P

T W

O A K S

H E M L O C K S

B A T H R O O M S

E X

D U M P S T E R

E S

CULVERT

E X

T R O C K S

"P O P

C.O.

B A T H R O O M S

S T O N E

S T E P S

W W O O D H A N D R A

R O C K

S T E P

R O C K

W A L L

S T O N E

S T E P S

GEO. MA

RKER

12" PINE

21" OAK

CULVERT

DITCH

LARGE OAK

21"OAK

14" OAK

18"TREE

GEO. MARKER

BEACH TRAIL

21"TREE

TRANSFORMER

21"OAK

L A U N D R Y

F U T U R E

H O U S E

G A T E

C.O.

3/4"

GEO. MARKER

wv wv

E G U A R D

M E T E R

E X

B L O W

O F F

V A L V E

"C M P

T R A

H O M E S T E A D

3/ 4"C.O.

C.O.

3/ 4"

ROCK WALL

3/4"

W V

C .O

M E T E R

T R A N S

F O R M E R

C .O

3/ 4"

"M A P

P V C

RET

C .O

M A T C H L

E R T

B E L O W

E X

S E P T

3/4"

S H E E T

3/ 4"

1 1/2"1 1/ 2"

3/4"

W A T E R L

P L A N P R O F

OAKS

BATHROOMS

3/ 4"

MAPLE

12" OAK

12" PINE

TWIN 18" OAK

CRETE

21" OAK

CULVERT

DITCH

OAK

G E O

M A R K E R2 wv

M A T C H L

PISGAH RANGER DISTRICT

NATIONAL FORESTS IN NORTH CAROLINA PROJECT:

UTILITY REPLACEMENT

Asheville, NC 28801

(828) 254-4448

46 Haywood Street, Suite 201A

DAVID D. SMITH and COMPANY

Civil Engineering Consultants

TOPOGRAPHIC SURVEY BY:

-United States Forestry Service

-Metropolitan Sewerage District of Buncombe County -North Carolina Arboretum

UTILITY SURVEY DATA BY:

High Country Surveyors 141B Merrimon Avenue

Asheville, NC 28801

DDSCO. PROJECT NO. 173604-1ISSUED:

SCALE 1"=

100' 200'50'100'

100'

MATCH LINE SHEET C-4

MATCH LINE SHEET C-6

June 07, 2004 70%Submittal

OVERALL SITE

SHEET LAYOUT-WATER

SCALE: 1" = 100'

C-5

EXISTING WATERLINE TO REMAIN

EXISTING WATERLINE ABANDONED

NEW WATERLINE

EXISTING SEWERLINE

NEW SEWERLINE

S S S S July 06, 2004 85%Submittal

July 26, 2004 100%Submittal

August 27, 2004 Misc. revisions to complete drawing set.

0 2 5 2

H A R D

T I M

A I L H E A D

W A T E R

LIN

N P R O F

ILE

S H E E T

WATERLINE PLAN/PROFILE SHEET C-29

W A T E R L

P L A N P R O F

S H E E T

T O P

O F

C M P

T O P

O F

C M P

B E N T

C R E E K

B E N T

C R E E K

R O A D

T R E E S

C O V E R E D

1 1/2"

1/ 2"

W E S L E Y

B R A N C H

R O A D

PISGAH RANGER DISTRICT

NATIONAL FORESTS IN NORTH CAROLINA PROJECT:

UTILITY REPLACEMENT

Asheville, NC 28801

(828) 254-4448

46 Haywood Street, Suite 201A

DAVID D. SMITH and COMPANY

Civil Engineering Consultants

TOPOGRAPHIC SURVEY BY:

-United States Forestry Service

-Metropolitan Sewerage District of Buncombe County -North Carolina Arboretum

UTILITY SURVEY DATA BY:

High Country Surveyors 141B Merrimon Avenue

Asheville, NC 28801

DDSCO. PROJECT NO. 173604-1ISSUED:

SCALE 1"=

100' 200'50'100'

100'

MATCH LINE SHEET C-5

MATCH LINE SHEET C-7

SCALE: 1" = 100'

SHEET LAYOUT-WATER

OVERALL SITE

June 07, 2004 70%Submittal

C-6

EXISTING WATERLINE TO REMAIN

EXISTING WATERLINE ABANDONED

NEW WATERLINE

EXISTING SEWERLINE

NEW SEWERLINE

S S S S July 06, 2004 85%Submittal

EXISTING GATE

6" WATERLINE. LOCATE 3 FT.

FROM THE EDGE OF GRAVEL

ROAD.

July 26, 2004 100%Submittal

Misc. revisions to complete drawing set.August 27, 2004

5 2

W A

LIN

N P R O

FILE

E E T C

B E N T

C R E E K

B E N T

C R E E K

R O A D

W O L F E

B R A N C H

S P L

R A

F E N C

PISGAH RANGER DISTRICT

NATIONAL FORESTS IN NORTH CAROLINA PROJECT:

UTILITY REPLACEMENT

Asheville, NC 28801

(828) 254-4448

46 Haywood Street, Suite 201A

DAVID D. SMITH and COMPANY

Civil Engineering Consultants

TOPOGRAPHIC SURVEY BY:

-United States Forestry Service

-Metropolitan Sewerage District of Buncombe County -North Carolina Arboretum

UTILITY SURVEY DATA BY:

High Country Surveyors 141B Merrimon Avenue

Asheville, NC 28801

DDSCO. PROJECT NO. 173604-1ISSUED:

SCALE 1"=

100' 200'50'100'

100'

MATCH LINE SHEET C-6

SCALE: 1" = 100'

SHEET LAYOUT-WATER

OVERALL SITE

June 07, 2004 70%Submittal

C-7

EXISTING WATERLINE TO REMAIN

EXISTING WATERLINE ABANDONED

NEW WATERLINE

EXISTING SEWERLINE

NEW SEWERLINE

S S S S

July 06, 2004 85%Submittal

July 26, 2004 100%Submittal

August 27, 2004 Misc. revisions to complete drawing set.

N O T

F O U N D

L P

M H

L P

M H

L P

H W

N O T

F O U N D

D E N S E

F O L

G E

D E N S E

F O L

0 2

RICE

PINNACLE

TRAILHEAD

WATER METER

P.O.C.CONNECT TO

EXISTING 8"

WATERLINE

1 1/2"

W A T E R

LIN

N P R O F

ILE

S H E E T

WATERLINE PLAN/PROFILE SHEET C-30

M A G

N A

T R A

H E A D

E L E V

P A V E D

R O A D

S T A T

P U M P

L A R G E

M A N H O L E

A D

W E S L E Y

B R A N C H

R O A D

ROAD

ICE

N S

C O V E R E D

P O L E

1 1/2

G A T E

E X

G A T E

O N

T O

C O N S T R O F F

T O

G R E E N H O U S E

ISITO

R'S

T R

ILM

PISGAH RANGER DISTRICT

NATIONAL FORESTS IN NORTH CAROLINA PROJECT:

UTILITY REPLACEMENT

Asheville, NC 28801

(828) 254-4448

46 Haywood Street, Suite 201A

DAVID D. SMITH and COMPANY

Civil Engineering Consultants

TOPOGRAPHIC SURVEY BY:

-United States Forestry Service

-Metropolitan Sewerage District of Buncombe County -North Carolina Arboretum

UTILITY SURVEY DATA BY:

High Country Surveyors 141B Merrimon Avenue

Asheville, NC 28801

DDSCO. PROJECT NO. 173604-1ISSUED:

SCALE 1"=

50' 100'25'50'

50'

GRAVITY SANITARY SEWER PLAN

HORIZONTAL SCALE 1"=50'

VERTICAL SCALE 1"=10'

0 50'

10'10' 5'

50' 25'

20'

100'

SEWER PROFILE

GRAVITY SANITARY

June 07, 2004 70%Submittal

MAINTENANCE ROAD

SANITARY SEWER

SCALE: 1" = 50'

PLAN & PROFILE

C-8

EXISTING SANITARY

SEWER TO REMAIN

July 06, 2004 85%Submittal

SSS

EXISTING WATERLINE ABANDONED

EXISTING WATERLINE TO REMAIN

NEW WATERLINE

EXISTING SEWERLINE

NEW SEWERLINE

C O N T

U E D

E E T

C O N T

U E D

E E T

10'-4" STUB-OUT @ 2%SLOPE.

CAP FOR FUTURE & PROVIDE

CLEANOUT @ END.

EXISTING WASTEWATER

TREATMENT PLANT.

M A T C H L

100%SubmittalJuly 26, 2004

REMOVE EXISTING

MANHOLE

EXISTING SANITARY

SEWER LINE TO BE

ABANDONED

REMOVE EXISTING

MANHOLE

August 27, 2004 Misc. revisions to complete drawing set.

LAKE POWHATAN

L A

WELL

S S

SSS

WELL

MATCHLINE

SHEET C-13

SHEET MATCHLINE

C-9

M A T C H L

S H E E T

T C H L

MATCHLINE

SHEET C-14

MATCHLINE

SHEET C-8

WELL

W A S T E W A T E R

T R E A T M E N T

P L A N T

24" POPLAR

R O C K

S T E P S

PINES

T R A

H O M E S T E A D

18"PINE

3/4"

48"MAPLE

0+00

1+00

2+00

3+00 4+00

5+00

6+00

7+00

8+00

9+00

10+00

11+00

12+00

MH#1

MH#2

MH#3

MH#4

MH#6

MH#7

P V C

100°

MH#5

3/4

S T A

M H

REPLACE EXISTING MANHOLE

TOP EL.= 2148.3

INV. IN=2145.5

INV. OUT=2145.0

S T A

M H

S T A

M H

153.45 LF 8" SD

R 35 PVC @

1.17%

80 LF 8" D.I.P.

@ 0.72%

236.15 LF 8" SDR 35 PVC

@ 0.76%

R P

REPLACE EXISTING MANHOLE

TOP EL.= 2188.0

INV. IN=2182.5, FROM MH 7A.1, BIG JOHN LOOP

(INV. IN FROM LIFT STATION=2182.0)

INV. OUT=2181.5

231.00 LF 6" SDR

35 PVC @ 1.00%

STA. 1+29.00±

EXISTING WATERLINE (TO WELL)

BELIEVED TO BE ABANDONED;

REMOVE AS NECESSARY FOR

INSTALLATION OF SEWER LINE.

PROVIDE NEW PRECAST

CONCRETE MANHOLE

TOP EL.= 2158.0

INV. IN=2153.2

INV. OUT=2153.0

WASTEWATER

COLLECTION

WASTEWATER

TREATMENT

PROVIDE NEW PRECAST

CONCRETE MANHOLE

TOP EL.= 2159.5

INV. IN=2148.70

INV. OUT=2147.70

STUBBED 4" PVC INV. IN=2148.70

SEWER FORCED

MAIN FROM

LIFT STATION

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+

S T A

M H

S T A

M H

225 LF 8" SDR

35 PVC @ 1.4

REPLACE EXISTING CONCRETE MANHOLE

TOP EL.=2156.00

INV. IN=2151.20

INV. OUT=2151.00

S T A

M H

S T A

M H

PROVIDE NEW PRECAST

CONCRETE MANHOLE

TOP EL.= 2166.5

INV. IN=2158.70

INV. OUT=2158.50

PROVIDE NEW PRECAST

CONCRETE MANHOLE

TOP EL.= 2185.0

INV. IN=2179.2

6" INV. IN FROM

LAKESIDE = 2179.2

INV. OUT=2179.0

STA 11+43

4" PVC FROM HOST SITE #49

- WYE W/CLEANOUT;

INV. EL. = 2180.15

164.4 LF

8" S

DR 35

PVC

@ 3.22%

PISGAH RANGER DISTRICT

NATIONAL FORESTS IN NORTH CAROLINA PROJECT:

UTILITY REPLACEMENT

Asheville, NC 28801

(828) 254-4448

46 Haywood Street, Suite 201A

DAVID D. SMITH and COMPANY

Civil Engineering Consultants

TOPOGRAPHIC SURVEY BY:

-United States Forestry Service

-Metropolitan Sewerage District of Buncombe County -North Carolina Arboretum

UTILITY SURVEY DATA BY:

High Country Surveyors 141B Merrimon Avenue

Asheville, NC 28801

DDSCO. PROJECT NO. 173604-1ISSUED:

GRAVITY SANITARY SEWER PLAN

SCALE 1"=

50' 100'25'50'

50'

NEAR LAKE SIDE LOOP TO BEACH ROAD

HORIZONTAL SCALE 1"=50'

VERTICAL SCALE 1"=10'

0 50'

10'10' 5'

50' 25'

20'

100'

GRAVITY SANITARY SEWER PROFILE

NEAR LAKESIDE LOOP TO BEACH ROAD

June 07, 2004 70%Submittal

NEAR LAKESIDE LOOP TO BEACH ROAD

PLAN & PROFILE

SANITARY SEWER

SCALE: 1" = 50'

C-9

NEW SEWERLINE

EXISTING SEWERLINE

NEW WATERLINE

EXISTING WATERLINE TO REMAIN

EXISTING WATERLINE ABANDONED

S S S

July 06, 2004 85%Submittal

C O N T

U E D

E E T

C O N T

U E D

F R

E E T

CONTINUED FROM

SHEET C-8

CONTINUED ON

SHEET C-10

L A K E S I D E

L O O P

B E A C H

(10) ROCK

STEPS TO

REMAIN

GRAVEL FISHING PIER PARKING AREA.

RESTORE BY GRADING SUBGRADE

SMOOTH AND COMPACTING. PROVIDE

4" OF WASHED #57 STONE OVER

ENTIRE PARKING AREA.

NEW LIFT STATION

REMOVE EXISTING BOX

AND VALVE.

SEWER FORCED

MAIN

EXISTING PLACARD ON POST-

"CONSTRUCTED BY THE U.S.

YOUNG ADULT CONSERVATION

CORPS 1978". REMOVE AND

STORE DURING CONSTRUCTION.

RE-SET POST AND PLACARD AND

RESTORE AREA FOLLOWING SEWER

LINE INSTALLATION.

STONE STEPS/

WOOD HANDRAIL

REMOVE FOR

CONSTRUCTION.

REPLACE AND

REPAIR FOLLOWING

SEWER LINE

INSTALLATION.

EXISTING TRAILS

C O N T

U E D

E E T

July 26, 2004 100%Submittal

M A T C H L

LIFT STATION PLAN VIEW

SCALE: NONE

EXIST. UTILITY POLE

TO REMAIN

DATUM ELEV

2134.00

MOUNT SEWAGE GRINDER

PUMP CONTROLS ON WALL

INSIDE OF EXISTING

BUILDING ON SAME SIDE AS

EMERGENCY GENERATOR -

ALSO SEE SHEET E-4

4'∅ VALVE MANHOLE W/BILCO OR

EQUAL ACCESS DOOR.

TOP = 1 FT. ABOVE

ADJACENT GRADE

5- 100 LB. PROPANE CYLINDERS

CONNECTED IN SERIES WITH

AUTO-SWITCHOVER REGULATORS

TO EMERGENCY GENERATOR.

PROVIDE 5 FT. CLEARANCE FROM

EMERGENCY GENERATOR.

PROPANE POWERED,

PAD-MOUNTED EMERGENCY

GENERATOR. PROVIDE 4"

THICK PAD W/2.1x2.1 WWF.

8' INSIDE DIA. PRECAST CONCRETE

SEWAGE WET WELL WITH SEWAGE

GRINDER PUMP. TOP ELEV. = 1 FT.

ABOVE ADJACENT GRADE.

6 FT. HIGH

PRESSURE-TREATEDWOOD

DOG-EARED PANEL FENCE WITH

ACCESS GATE AND LOCKING

HARDWARE. PROVIDE 4"x4"

POSTS, SET IN CONCRETE,

2'-6" IN GROUND.

EXCAVATE FLAT PAD FOR MECH.

YARD. PROVIDE 4" WASHED

GRAVEL SIMILAR TO CAMPSITES

OVER FILTER FABRIC.

EXISTING TRAIL

REMOVE TREE

3'-0" LOCKABLE

GATE. MATCH FENCE.

12'-0"

August 27, 2004 Misc. revisions to complete drawing set.

8'-0"

SLOPE GRADE

DOWN @ 1' IN 6'

MAXIMUM.

12' MIN.

8'-0"

MOUNT SEWAGE VISUAL

ALARM ON EXTERIOR OF

BUILDING VISIBLE FROM

BEACH ROAD.

PROPOSED

GRAVITY

SEWER

REMOVE EXIST. LIFT

STATION. STONE BUILDING

TO REMAIN.

S S

SHE

ET C

-10

MAT

CHL

INE

SHE

ET C

-12

MAT

CHL

INE

S H E E T

M A T C H L

S H E E T

T C H L

INE

T C-

INE

C-

MATCHLINE

SHEET C-8 SHEET C-9

MATCHLINE

M H

0+00

1+00

2+00

MH#7B.1

M H

ROCK STEPS

E S

C U L V E R T

M H

TRAIL

HOMESTEAD

C.O.

13+00 14+00

15+00 16+00

17+00

M H

3/4"

S T A

M H

S T A

M H

134.0 LF 6" D.I.P.

W/MECH. JOINTS(EXPOSED)

@ 0.72%

REPLACE EXISTING FM PIPE

FROM LIFT STATION WITH

2"∅ SDR 21 PVC

REMOVE

EXIST. BOX

REMOVE EXISTING SEWER PIPE AND

SUPPORT HARDWARE. PROVIDE

GALVANIZED STEEL OR IRON BRACKETS

AND STRAPS FOR NEW DUCTILE IRON

PIPE, ANCHORING ONE BRACKET TO

EACH STONE PIER AT PIPE SLOPE.

45 DEG.

VERTICAL BEND

INTO MH#7

8 FT. INSIDE DIAMETER PRECAST MANHOLE

WITH SEWAGE GRINDER PUMP

6" I.E. IN=2150.63

2" FM I.E. OUT=2153.75

MH BOTTOM EL.=2140.00

BUILDING TO REMAIN

13+00 14+00 15+00 16+00 17+00

REFER TO SPECIFICATIONS FOR

PUMP MAKE & MODEL.

PROPOSED 6" WATERLINE

45 DEG. VERTICAL BEND

PROVIDE 18" SEPARATION

FROM WATERLINE

REPLACE EXISTING MANHOLE

TOP ELEV. = 2156.60

INV. IN. = 2151.80

INV. OUT = 2151.60

6" PVC IN FROM

MANHOLE 8A = 2151.8

REMOVE EXISTING SEWAGE PUMP & APPURTENANCES.

PUMP DRY AND FILL WITH SAND. REMOVE M.H.

ACCESS HATCH AND FRAME AND SEAL W/ 4" MIN.

4,000 PSI CONCRETE.

PROVIDE TIMBER RETAINING WALL

AS NECESSARY TO MINIMIZE

DISTURBANCE, 2:1 SLOPE MAX.

RESTORE AREA FOLLOWING

CONSTRUCTION.

16+

PISGAH RANGER DISTRICT

NATIONAL FORESTS IN NORTH CAROLINA PROJECT:

UTILITY REPLACEMENT

Asheville, NC 28801

(828) 254-4448

46 Haywood Street, Suite 201A

DAVID D. SMITH and COMPANY

Civil Engineering Consultants

TOPOGRAPHIC SURVEY BY:

-United States Forestry Service

-Metropolitan Sewerage District of Buncombe County -North Carolina Arboretum

UTILITY SURVEY DATA BY:

High Country Surveyors 141B Merrimon Avenue

Asheville, NC 28801

DDSCO. PROJECT NO. 173604-1ISSUED:

SCALE 1"=

50' 100'25'50'

50'

GRAVITY SANITARY SEWER PLAN

HORIZONTAL SCALE 1"=50'

VERTICAL SCALE 1"=10'

0 50'

10'10' 5'

50' 25'

20'

100'

GRAVITY SANITARY SEWER PROFILE

June 07, 2004 70%Submittal

DUMP STATION ROAD & BEACH ROAD

SANITARY SEWER

PLAN & PROFILE

SCALE: 1" = 50'

C-10

NEW SEWERLINE

EXISTING SEWERLINE

NEW WATERLINE

EXISTING WATERLINE TO REMAIN

EXISTING WATERLINE ABANDONED

S S S

MAINTENANCE ROAD & BENT CREEK ROAD

DUMP STATION ROAD & BEACH ROAD

C O N T

U E D

E E T

CONTINUED FROM

SHEET C-9

July 06, 2004 85%Submittal

C O N T

U E D

F R

E E T

BORE UNDER

SAVE 12" TREE

SAVE CORNER. DO

NOT CLEAR OR RUN

PIPES.

ROAD

DEMOLISH AND REMOVE EXISTING

CONCRETE PAD AROUND DRAIN.

PROVIDE NEW CONCRETE PAD AROUND

EXISTING DRAIN WITH A 5%SLOPE

TOWARD DRAIN.

6" THICK W/#4 BARS AT 16"O.C. E.W.,

ALL ON 4" ABC. CONCRETE SHALL

HAVE A COMPRESSIVE STRENGTH AT 28

DAYS OF 4,000 PSI.

#57 STONE

CONCRETE

SAWCUT AND DEMOLISH

SECTIONS OF BROKEN

CURB AND PROVIDE NEW

TO MATCH EXISTING.

GRINDER TO BE ABANDONED.

PUMP OUT ANY FLUID AND FILL

EXISTING CONCRETE TANK WITH

SAND.

RESTORE AREA.

July 26, 2004 100%Submittal

M A T C H L

REMOVE & REPLACE EXIST. DRAIN W/COVER

AND REPLACE WITH NEW 4" DUCTILE IRON

SANITARY HATCH COVER MODEL #05425 BY

"THE TOWER CO., INC."

1-800-945-1532

PROVIDE P-TRAP CONNECTION TO DRAIN,

AT A 2 FT. MINIMUM DEPTH.

GRAVEL

ASPHALT

SAWCUT AND PATCH PAVEMENT TO

INSTALL SEWER

EXISTING GRAVEL DRIVE.

EXISTING MAINTENANCE SHED

C O N T

U E D

E E T

DATUM ELEV

2134.00

DATUM ELEV

2134.00

4" SDR 35 PVC

@ 1%MIN. SLOPE

180°

M A T C H L

August 27, 2004 Misc. revisions to complete drawing set.

S S

2" 3"

1 1/2"

M A T C H L

S H E E T

T C H L

S H E E T

M A T C H L

SHEET C-

MATCHLINE

SHEET C-

MATCHLINE

M A T C H L

S H E E T

BEACH ROAD

D U M P

S T A T I O N

R O A D

12"TREE

24"PINE

P A V E D

C H

M E T E R

T R A N S

F O R M E

18+00 19+00 20+00

21+00

22+

23+00 24+00

25+00 26+00

27+

#8 MH

#10

#11

#12

#13

#14

#15

CONCR

ETE

S T A

M H

S T A

M H

REPLACE EXISTING MANHOLE

TOP EL.= 2157.8

INV. IN=2153.5

INV. OUT=2153.3

S T A

M H

50 LF ± EXPOSED 6" DUCTILE IRON PIPE WITH

MECHANICAL JOINTS. REMOVE EXISTING BRACKETS

AND HARNESS STRAPS. SUPPORT PIPE ALONG SIDE

OF CONCRETE BRIDGE ON NEW GALVANIZED STEEL OR

IRON ANGLE BRACKETS WITH GALVANIZED STEEL

BOLTS ANCHORED TO CONC. BRIDGE PIERS. PROVIDE

NEW HARNESS STRAPS AS DETAILED, SHEET C-34.

S T A

M H

PROVIDE NEW PRECAST

CONCRETE MANHOLE

TOP EL.= 2165.5

INV. IN=2161.7

INV. OUT=2161.5

S T A

M H

PROVIDE NEW PRECAST

CONCRETE MANHOLE

TOP EL.= 2165.0

INV. IN=2160.2

INV. OUT=2160.0

SEE SHEET C-34 FOR

TYPICAL MANHOLE DETAIL

REPLACE EXISTING MANHOLE

TOP EL.= 2191.8

INV. IN=2185.0

INV. OUT=2184.8

S T A

M H

SED) 235.86 LF 6" SDR 35 PVC @

0.64%

158.58 LF

6" D.I.P. @ 1.89

% 126.59 LF

6" SD

R35 P

VC @

2.61%

56.76 LF

PVC @

2.29%

S T A

M H

PROVIDE NEW PRECAST

CONCRETE MANHOLE

TOP EL.= 2174.80

INV. IN=2169.10

INV. OUT=2168.80

96 LF

6" SDR

PVC

@ 2.40%

L F 6" S

S T A

M H

81.

SDR

5.65

EXIST. CULVERT; RUN

SEWER PIPE ALONG

OUTSIDE.

EXIST. BRIDGE

IDE

PE.

17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00

STA. 26 + 32.23 E.O.P.

HARD TIMES LOOP

BORING & JACKING

DUMP STATION RD

NEW 1 1/2" WATERLINE

CROSSING TO DUMP

STATION

TRAIL

STONE

STEPS

ONS FOR

REPLACE EXISTING MANHOLE

TOP EL.= 2160.70

INV. IN=2156.70

INV. OUT=2156.5

PROPOSED 2"∅ WATERLINE

- PROVIDE 18" MIN.

CLEARANCE

PROVIDE NEW PRECAST

CONCRETE MANHOLE

TOP EL.= 2171.5

INV. IN=2164.2

INV. OUT=2164.0

4" PVC IN FROM

DUMP STATION = 2164.2

S T A

SEE DETAIL,

SHEET C-34

PISGAH RANGER DISTRICT

NATIONAL FORESTS IN NORTH CAROLINA PROJECT:

UTILITY REPLACEMENT

Asheville, NC 28801

(828) 254-4448

46 Haywood Street, Suite 201A

DAVID D. SMITH and COMPANY

Civil Engineering Consultants

TOPOGRAPHIC SURVEY BY:

-United States Forestry Service

-Metropolitan Sewerage District of Buncombe County -North Carolina Arboretum

UTILITY SURVEY DATA BY:

High Country Surveyors 141B Merrimon Avenue

Asheville, NC 28801

DDSCO. PROJECT NO. 173604-1ISSUED:

SCALE 1"=

50' 100'25'50'

50'

GRAVITY SANITARY SEWER PLAN

HORIZONTAL SCALE 1"=50'

VERTICAL SCALE 1"=10'

0 50'

10'10' 5'

50' 25'

20'

100'

SEWER PROFILE

June 07, 2004 70%Submittal

HARD TIMES LOOP

SANITARY SEWER

PLAN & PROFILE

SCALE: 1" = 50'

C-11

GRAVITY SANITARY

NEW SEWERLINE

EXISTING SEWERLINE

NEW WATERLINE

EXISTING WATERLINE TO REMAIN

EXISTING WATERLINE ABANDONED

S S S

EXIST. SEWER LINE

DO NOT REPLACE

C O N T

U E D

F R

E E T

EXIST. SEWER LINE

DO NOT REPLACE

July 06, 2004 85%Submittal

PROPOSED SEPTIC SYSTEM: 2-50 FT. LONG TRENCHES WITH FLOW DIVIDER. USFS

WILL COORDINATE WITH THE COUNTY, PAY THE FEES AND ADVISE THE CONTRACTOR

WHERE TO INSTALL THE SYSTEM.

PROPOSED 1,000 GAL. PRECAST

CONCRETE SEPTIC TANK TO SERVE

HOST SITE 93. SET 5' OFF OF

EDGE OF SPUR, IN LINE WITH END

OF SPUR.

EXIST. SEWER LINE

DO NOT REPLACE

EXIST. SEWER LINE

DO NOT REPLACE

EXIST. SEWER LINE

DO NOT REPLACE

EXIST. TRAIL

C O N T

U E D

F R

E E T

July 26, 2004 100%Submittal

NOTE:

ALL PAVEMENT CROSSINGS WITHIN

HARD TIMES LOOP SHALL BE OPEN

CUT.

RESTORE TRAIL FOLLOWING

CONSTRUCTION

AVOID AND SAVE TREES TO

THE EXTENT REASONABLY

POSSIBLE.

M A T C H L

RECONNECT

EXISTING

SEWER

August 27, 2004 Misc. revisions to complete drawing set.

S T A

M H

S T A

M H

REPLACE EXISTING

MANHOLE

TOP EL.= 2241.0

INV. IN= 2236.7

INV. OUT= 2236.5

S T A

SDR

6.25

L F 6" S

PROVIDE NEW PRECAST

CONCRETE MANHOLE

TOP EL.= 2217.5

INV. IN=2209.50

INV. OUT=2209.0

S T A

M H

L F 6" S

REPLACE EXISTING MANHOLE

TOP EL.= 2248.0

INV. IN= 2244.0 (FROM MH#19)

EXIST. 6" SAN. SEW. IN= 2244.0

INV. OUT= 2243.8

S T A

M A N H O L E

9 REPLACE EXISTING MANHOLE

TOP EL.= 2260.8

RECONNECT EXISTING

4" PVC FROM RESTROOMS

INV. OUT= 2256.8

.65

R3 5 P

6.97

E.O.P.

HARDTIMES

LOOP

PROPOSED 2" WL CROSSING

PROVIDE 18" MIN. CLEARANCE

FROM SAN. SEWER

ENTRANCE E.O.P. HARD TIMES LOOP

E.O.P.

27+00 28+00 29+00 30+00 31+00 32+00 33+00

33+74.36

STA. 26 + 53.91

PROPOSED 2" WL CROSSING

PROVIDE 18" MIN. COVERAGE

EXISTING

SEPTIC

E X

S E P T

S S

3/ 4"

3/4"

M A T C H L

S H E E T

M A T C H L

S H E E T

C 0 3/

1 1/2"1 1/ 2"

1 1/2"

3/4

3/4"

ARD TIM

LOOP

12"TREE

18"TREE

12"TREE

12"OAK

18"TREE

B A T H R O O M

OAKS

BATHROOMS

3/ 4"

MAPLE

12" OAK

12" PINE

TWIN 18" OAK

CONCRETE

PAD

21" OAK

CULVERT

DITCH

LARGE OAK

21"OAK

14" OAK

18"TREE

GEO. MARKER

BEACH TRAIL

21"TREE

TRANSFORMER

21"OAK

wv wv wv

B L O W

O F F

V A L V E

26+0

27+00

28+00

29+00

30+00

31+00

PISGAH RANGER DISTRICT

NATIONAL FORESTS IN NORTH CAROLINA PROJECT:

UTILITY REPLACEMENT

Asheville, NC 28801

(828) 254-4448

46 Haywood Street, Suite 201A

DAVID D. SMITH and COMPANY

Civil Engineering Consultants

TOPOGRAPHIC SURVEY BY:

-United States Forestry Service

-Metropolitan Sewerage District of Buncombe County -North Carolina Arboretum

UTILITY SURVEY DATA BY:

High Country Surveyors 141B Merrimon Avenue

Asheville, NC 28801

DDSCO. PROJECT NO. 173604-1ISSUED:

SCALE 1"=

50' 100'25'50'

50'

GRAVITY SANITARY SEWER PLAN

HORIZONTAL SCALE 1"=50'

VERTICAL SCALE 1"=10'

0 50'

10'10' 5'

50' 25'

20'

100'

GRAVITY SANITARY SEWER PROFILE

June 07, 2004 70%Submittal

PICNIC AREA

SANITARY SEWER

PLAN & PROFILE

SCALE: 1" = 50'

C-12

PICNIC AREA

NEW SEWERLINE

EXISTING SEWERLINE

NEW WATERLINE

EXISTING WATERLINE TO REMAIN

EXISTING WATERLINE ABANDONED

S S S

July 06, 2004 85%Submittal

PEDESTRIAN BRIDGE-

APPROX. LOCATION

EXISTING PICNIC PAVILLION

EXISTING STONE WALL

FOLLOWING UTILITY WORK, REPAIR

STONE WALLS AND OTHER FEATURES

TO AN EQUAL OR BETTER CONDITION

THAN PRE-EXISTING.

BASE QUOTE: STUB NEW SEWER TO 0+50

AND RECONNECT TO EXISTING SEWER

LINE

ADDITIVE 1: ELIMINATE CONNECTION TO

EXISTING SEWER AND CONSTRUCT

ENTIRE SEWER LINE AS SHOWN.

July 26, 2004 100%Submittal

August 27, 2004 Misc. revisions to complete drawing set.

S S

S H E E T

T C H L

S H E E T

M A T C H L

T C-

E 0+00 1+00

3+00

5+0

6+00

7+00

MH #8A

MH #8B

MH #8C

MH #8D

MH #8E

MH #8F

MH #8G

F T.

B A T H R O O M S

24"PINE

PED. BRIDGE

E X

T P A T H

(A P P R O X

S T O N E

S T E P S

R O C K

S T E P

R O C K

W A L L

T R A

H O M E S T E A D

R O C K W A

M H

DATUM ELEV

2140.00

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00

S T A

M H

A L

N M E N T

N O

REPLACE EXISTING

MANHOLE

TOP EL.= 2156.6

INV. IN=2151.8

INV. OUT=2151.6

10+25.87

S T A

M H

REPLACE EXISTING

MANHOLE

TOP EL.= 2159.0

INV. IN=2155.2

INV. OUT=2155.0

S T A

M H

REPLACE EXIST.

MANHOLE

TOP EL.= 2162.5

INV. IN=2158.7

INV. OUT=2158.5

S T A

M H

S T A

M H

S T A

M H

S T A

M H

S T A

M H

REPLACE EXIST.

MANHOLE

TOP EL.= 2163.5

INV. IN=2159.7

INV. OUT=2159.5

REPLACE EXIST.

MANHOLE

TOP EL.= 2174.8

INV. IN=2171.0

INV. OUT=2170.8

REPLACE EXIST.

MANHOLE

TOP EL.= 2180.5

INV. IN=2176.7

INV. OUT=2176.5

REPLACE EXIST.

MANHOLE

TOP EL.= 2185.5

INV. IN=2179.7

INV. OUT=2179.5

REPLACE EXIST. MANHOLE AND CONNECT EXISTING

SERVICE FROM BATHROOMS. GROUT ALL

PENETRATIONS WITH NON-SHRINK GROUT.

TOP EL.= 2191.5

INV. IN=2187.5

INV. OUT=2186.5

SEE SHEET C-34 FOR MH DETAIL

80 LF 6" D.I.P.

W/MECH. JOINTS

@ 1.00%

107.52 L

F 6"

SDR35

@ 2.98%

108.88 L

F 6"

SDR35

@ 3.15%

C 9.5

168.81 LF

6" S

DR35

PVC

@ 3.26%

179.22 LF 6"

SDR35

PVC @ 1

.56%

241.15 LF

6" SDR35

PVC @ 2

.82%

P R O P O S E D

W A T E R L

C L E A R A N C E

S T A

ADDITIVE 1

NEW SEWER

TO END

BASE BID

CONNECT TO

EXIST. @

STA. 0+50

PISGAH RANGER DISTRICT

NATIONAL FORESTS IN NORTH CAROLINA PROJECT:

UTILITY REPLACEMENT

Asheville, NC 28801

(828) 254-4448

46 Haywood Street, Suite 201A

DAVID D. SMITH and COMPANY

Civil Engineering Consultants

TOPOGRAPHIC SURVEY BY:

-United States Forestry Service

-Metropolitan Sewerage District of Buncombe County -North Carolina Arboretum

UTILITY SURVEY DATA BY:

High Country Surveyors 141B Merrimon Avenue

Asheville, NC 28801

DDSCO. PROJECT NO. 173604-1ISSUED:

SCALE 1"=

50' 100'25'50'

50'

GRAVITY SANITARY SEWER PLAN

HORIZONTAL SCALE 1"=50'

VERTICAL SCALE 1"=10'

0 50'

10'10' 5'

50' 25'

20'

100'

GRAVITY SANITARY SEWER PROFILE

June 07, 2004 70%Submittal

BIG JOHN LOOP

SANITARY SEWER

PLAN & PROFILE

SCALE: 1" = 50'

C-13

FROM BIG JOHN LOOP

NEW SEWERLINE

EXISTING SEWERLINE

NEW WATERLINE

EXISTING WATERLINE TO REMAIN

EXISTING WATERLINE ABANDONED

S S S

ROUTE PROPOSED FM

SANITARY SEWER DOWN

CENTER OF EXISTING TRAIL

EXISTING PACKAGE LIFT STATION

W/ VISUAL ALARM. RELOCATE IN

CORRECT LOCATION. (SEE KEY

WITH ORDER OF UTILITIES, SHEET

C-1)

July 06, 2004 85%Submittal

FORCED MAIN SEWER

FROM SITE 6

BENT CREEK

LOOP

BIG JOHN

LOOPLOOP

LAKESIDE

EXISTING SEWER TO

REMAINEXISTING SEWER

TO REMAIN

EXISTING WATERLINE

July 26, 2004 100%Submittal

August 27, 2004 Misc. revisions to complete drawing set.

S S

A T C H L

H E E T

T C-

MATCHLINE

SHEET C-13

3/4"

1 1 /2

0+00 1+00

4+00

5+00

6+00

7+00 8+00

9+00 10+00

11+00 12+00

12+41.88

MH #7A.1

MH #7A.2

MH #7A.3

MH #7A.4

MH #7A.5

MH #7A.6 MH #7A.7

1 1/ 2"

LARGE OAK

3/4"

O C K

S T E P S

ROCKY AREA

E12 "M

LE TW

O A

B A T H R O O M S

CULVERT

GEO. MARKER

C.O.

3/4"

GEO. MARKER3"

M M

TIN

W V

C .O

REPLACE EXISTING MANHOLE

TOP EL.= 2188.0

INV. IN=2182.5 FROM MH#7A.1

(2184.8 FROM LIFT STATION)

INV. OUT=2182.0

S T A

DATUM ELEV

2176.00

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00

S T A

M H

M A

T E N A N C E

R O A D

REPLACE EXISTING MANHOLE

TOP EL.= 2189.5

INV. IN=2183.70

INV. OUT=2183.5

S T A

M H

S T A

M H

REPLACE EXISTING

MANHOLE

TOP EL.= 2193.8

INV. IN= 2187.50

INV. OUT= 2186.50

S T A

M H

REPLACE EXISTING

MANHOLE

TOP EL.= 2198.7

INV. IN= 2192.9

INV. OUT= 2192.7

EXPOSED PIPE - 6" D.I.P. WITH MECHANICAL JOINTS.

PROVIDE 2 CONCRETE PIER SUPPORTS, 20 FT. O.C.,

CENTERED ON MIDPOINT OF PIPE. PROVIDE MOUNTING

BRACKETS AND STRAPS PER DETAIL, SHEET C-35.

REPLACE EXISTING

MANHOLE

TOP EL.= 2232.0

INV. IN= 2225.7

INV. OUT= 2224.7

S T A

M H

S T A

M H

REPLACE EXISTING

MANHOLE

TOP EL.= 2258.0

INV. IN= 2254.2

INV. OUT= 2254.0

REPLACE EXISTING

MANHOLE

TOP EL.= 2271.6

INV. IN= 2267.8

INV. OUT= 2267.6

S T A

M H

REPLACE EXISTING

MANHOLE

TOP EL.= 2277.4

INV. IN= 2272.6

INV. OUT= 2272.4

S T A

M H

144 LF 6" SDR 35

PVC @ 0.69%

208.34 LF 6" SDR 35

PVC @ 1.44%

115.16

LF 6

" D.I.P. @ 4.52%

L F 6" S

R35

C @ 5.98

90.88

R35

5.06

12+41.88

S T A

E X

W A T E R

P R O V

U M

C L E A R A N C E

S T A

P R O P O S E D

W A T E R

P R O V

U M

C L E A R A N C E

PROPOSED 1 1/2" WATER LINE;

PROVIDE 18" MINIMUM CLEARANCE

ADJUST LOCATION OF EXISTING

WATERLINE AS NECESSARY TO

PROVIDE 18" CLEARANCE FROM

SANITARY SEWER.

18" CLEAR NOTE: IF PVC WATERLINE IS ENCOUNTERED AT POINT OF

CROSSING, SPLICE A 20 FT. LONG SECTION OF 3" DUCTILE IRON

PIPE CENTERED ON THE SEWER CROSSING INTO THE WATERLINE.

NOTIFY CONTRACTING OFFICER PRIOR TO SHUTTING OFF WATER

SUPPLY.

S T A

PROPOSED 3" WATERLINE -

PROVIDE 18" MIN. CLEARANCE

S T A

PISGAH RANGER DISTRICT

NATIONAL FORESTS IN NORTH CAROLINA PROJECT:

UTILITY REPLACEMENT

Asheville, NC 28801

(828) 254-4448

46 Haywood Street, Suite 201A

DAVID D. SMITH and COMPANY

Civil Engineering Consultants

TOPOGRAPHIC SURVEY BY:

-United States Forestry Service

-Metropolitan Sewerage District of Buncombe County -North Carolina Arboretum

UTILITY SURVEY DATA BY:

High Country Surveyors 141B Merrimon Avenue

Asheville, NC 28801

DDSCO. PROJECT NO. 173604-1ISSUED:

SCALE 1"=

50' 100'25'50'

50'

GRAVITY SANITARY SEWER PLAN

LAKE SIDE LOOP

HORIZONTAL SCALE 1"=50'

VERTICAL SCALE 1"=10'

0 50'

10'10' 5'

50' 25'

20'

100'

LAKE SIDE LOOP

GRAVITY SANITARY SEWER PROFILE

June 07, 2004 70%Submittal

LAKESIDE LOOP

SANITARY SEWER

PLAN & PROFILE

SCALE: 1" = 50'

C-14

NEW SEWERLINE

EXISTING SEWERLINE

NEW WATERLINE

EXISTING WATERLINE TO REMAIN

EXISTING WATERLINE ABANDONED

S S S

LAKESIDE LOOP

GRAVITY SANITARY SEWER PROFILE

LAKESIDE LOOP

GRAVITY SANITARY SEWER PROFILE

July 06, 2004 85%Submittal

U.S.F.S. GEODETIC MARKER -

RESET IF DISTURBED DURING

CONSTRUCTION TO MATCH

EXISTING. NOTIFY CONTRACTING

OFFICER.

EXIST. SEWER CLEANOUT

TYP. (TO REMAIN)

EXIST. ROCKS. REPLACE 2

TO PREVENT DRIVING ON

TRAIL. DISPOSE OF REST.

7' OFF EDGE OF ASPHALT

PVMT. AVOID PINE TREE

AND CULVERT HOLE.

EXISTING 3' SHOULDER

4' DEEP BANK

AVOID LARGE TREE

EXIST. SANITARY

SEWER TO REMAIN

EXIST. SANITARY

SEWER. ABANDON IN

PLACE.

SAVE LARGE

TREES

SAVE LARGE

TREES

TRY TO SAVE

LARGE POPLAR

SAVE LARGE

TREE

TRY TO SAVE

LARGE PINE

FOLLOW EXIST.

PATH/CLEARING

REMOVE EXISTING

MANHOLE. CONNECT

NEW SAN. SEWER TO

EXISTING W/CLEANOUT

IN-LINE WYE

W/CLEANOUT

I.E. = 2180.15

BORE UNDER

PAVEMENT-

TYPICAL

REMOVE AND STORE

EXISTING RAIL FENCE.

REPLACE FENCE AND

RESTORE AREA FOLLOWING

CONSTRUCTION.

EXISTING SANITARY SEWER

TO REMAIN

July 26, 2004 100%Submittal

MH #7A.2

August 27, 2004 Misc. revisions to complete drawing set.

S S

M A T C H L

S H E E T

E T

C H L

MATCHLINE

SHEET C-14

MATCHLINE

SHEET C-13

MATCHLINESHEET C-8

SHEET C-9

MATCHLINE

M A T C H L

S H E E T

M A T C H L

S H E E T

1 1/2"

C .O

2+0

3+00

L A K E S I D E

L O O P

MH#7B.1

P O P L A R

T R E E S

T R E E

S P R U C E

R O C K

S T E P S

"C M P

RAIL FENCE

E X

D U M P S T E R

E S

E X

T R O C K S

P O P L A R

C .O

BATHROOMS

G E O M A R K E R

M H

M METER

EXISTING

3/4"

C .O

W V

C .O

4"PV

0+00

3+00 4+00

5+00 6+00 7+00 8+00

M H

M H A

M H B

M H C

M H D

M H E

M H F

C.O.

C .O

3" S T A

S T A

M H

M A

T E N A N C E

R O A D

S T A

M H

PROVIDE NEW PRECAST CONC. MANHOLE

TOP EL.= 2194.3

INV. IN=2189.5

INV. OUT=2189.3

4" PVC IN FROM SITE 48

INV. EL = 2189.5

L F 6"

S D R

P V C

INV. IN=2179.2

INV. OUT=2178.0

229 LF 6"

SDR35 PVC

@ 1.53%

113 LF 6" SDR35

PVC @ 1.24%

84 LF 6" SDR35

PVC @ 0.89%

DATUM ELEV

2170.00

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00

321 LF 6" SDR35 PVC @

0.70%

S T A

M H

T O P

E L

V E L

V E L O U T

" S

7.27

DATUM ELEV

2170.00

STA. 10+35.97 CLEANOUT

INV. EL. = 2217.00

4" PVC FROM SITE 36A

STA. 9+80 4" PVC

FROM SITE 36

I.E. = 2213.09

STA. 9+60 4" PVC

FROM SITE 36A

I.E. = 2211.00

L F 6" S

" S

7.90

10+36

S T A

M H

T O P

E L

V E L

V E L O U T

S T A

P V C

F R O M

V E L .5

S T A

P V C

F R O M

V E L .8

S T A

P V C

F R O M

V E L .2

S T A

P V C

F R O M

V E L .7

S T A

M H

T O P

E L

A B O V

C E N T

G R O U N D

V E L

V E L O U T

S T A

P V C

F R O M

V E L .0

S T A

M H

T O P

E L

A B O V

C E N T

G R O U N D

V E L

V E L O U T

S T A

P V C

F R O M

V E L .3

S T A

M H

T O P

E L

V E L

V E L O U T

S T A

P V C

F R O M

V E L .8

S T A

P V C

F R O M

V E L .0

S T A

P V C

F R O M

V E L .3

DATUM ELEV

2174.00

0+00 1+00 2+00 3+00

S T A

M H

TOP EL.= 2188.0

INV. IN=2182.5 FROM MH#7B.1

INV. IN=2182.5 FROM MH#7A.1

(2184.8 FROM LIFT STATION)

INV. OUT=2181.5

S T A

M H

M A

T E N A N C E

R O A D

PROVIDE NEW PRECAST

CONC. MANHOLE

TOP EL.= 2201.6

INV. IN=2196.8

INV. OUT=2196.6

3+52.87

C 3.

S T A

L A T E R

O M

C A M P S

S T A

L A T E R

O M

C A M P S

INV. IN=2207.0;

SANITARY SEWER CLEANOUT/

HOOKUP FOR CAMPSITE #53

102 LF 6" SDR

35 PVC @ 1.06

CLEANOUT;

STA. 2+58.46

INV.=2198.39

CAMPSITE

NO. 53

45 DEG. BEND W/CLEANOUT;

STA. 3+01.84

INV.=2202.34

.1%

DATUM ELEV

2180.00

0+00 1+00 2+00

S T A

M H

.2 S H E E T

REPLACE EXISTING

MANHOLE

TOP EL.= 2193.8

INV. IN= 2187.5

D.I.P. FROM MH#7A.3

INV. IN=2187.5

INV. OUT= 2187.3

2+46.41

S T A

E X

T M H

T O

R E M A

L F 6" S D R

P V C

.2 1%

EXISTING MANHOLE TO REMAIN-

TOP EL.= 2210.6

INV. IN= 2204.3

INV. OUT= 2204.1

CLEAN OUT

INV. EL.= 2217.12

C 9.2

EXISTING RESTROOMS

F.F.E. = 2221.5±

PISGAH RANGER DISTRICT

NATIONAL FORESTS IN NORTH CAROLINA PROJECT:

UTILITY REPLACEMENT

Asheville, NC 28801

(828) 254-4448

46 Haywood Street, Suite 201A

DAVID D. SMITH and COMPANY

Civil Engineering Consultants

TOPOGRAPHIC SURVEY BY:

-United States Forestry Service

-Metropolitan Sewerage District of Buncombe County -North Carolina Arboretum

UTILITY SURVEY DATA BY:

High Country Surveyors 141B Merrimon Avenue

Asheville, NC 28801

DDSCO. PROJECT NO. 173604-1ISSUED:

SCALE 1"=

50' 100'25'50'

50'

WATERLINE PLAN

HORIZONTAL SCALE 1"=50'

VERTICAL SCALE 1"=10'

0 50'

10'10' 5'

50' 25'

20'

100'

STA. 0+00 - 9+00

June 07, 2004 70%Submittal

HARD TIMES LOOP

WATERLINE PLAN &

PROFILE STA. 0+00 - 9+00

SCALE: 1" = 50'

C-15

HARD TIMES LOOP

WATERLINE PROFILE

NEW SEWERLINE

EXISTING SEWERLINE

NEW WATERLINE

EXISTING WATERLINE TO REMAIN

EXISTING WATERLINE ABANDONED

S S S

July 07, 2004 85%Submittal

ROUTE WATERLINE

BETWEEN 12" OAK AND

END OF VEHICLE STOP

SAVE 12" OAK

"SNAKE" WATERLINE

THROUGH TREES TO

AVOID LARGE OAKS.

ALLOW 10'-12'

CLEARANCE PAST TREES

TO SAVE & 10' MIN.

CLEAR FROM SEWER LINE.

SAVE 21" OAK

ALLOW 10' CLEARANCE

BETWEEN WATERLINE AND

21" OAK

LARGE 18" OAK

-SAVE

SAVE 14"

OAK

C O N T

U E D

O N

S H E E T

INSTALL NEW HYDRANT

CLOSE TO ROAD.

DRAIN ACROSS ROAD.

MOVE EXIST. HYDRANT

TO NEW LOCATION.

DAYLIGHT DRAIN.

3/4" BLOW-OFF

VALVE

1 1/2" x 3/4" x 3/4" TEE

1 1/2" CORPORATION STOP

2" GATE VALVE

NOTE:

ALL PAVEMENT CROSSINGS WITHIN HARD TIMES LOOP SHALL BE

OPEN CUT (OR TRENCHING IF IN GRAVEL). PATCH AND RESTORE

ALL PAVEMENTS OR SURFACES PER CONTRACT SPECIFICATIONS TO

A PRE-EXISTING OR BETTER CONDITION.

2" BLOW-OFF/SYSTEM DRAIN VALVE;

DRAIN TO DAYLIGHT & PROVIDE 6" DEEP

CLASS B RIP-RAP APRON AT OUTFALL,

1'W X 3'L, MIN.; OVEREXCAVATE TO

ALLOW FOR STONE THICKNESS.

July 26, 2004 100%Submittal

M A T C H L

SEE SHEET C-16 FOR

CONTINUATION OF

HARDTIMES LOOP PROFILE

AND NOTES

August 27, 2004 Misc. revisions to complete drawing set.

REMOVE AND

REPLACE HYDRANT

EXISTING

SEPTIC

E X

S E P T

3/ 4"

3/ 4" 2"

3/4"

M A T C H L

S H E E T

M A T C H L

S H E E T

3/ 4"

1 1/2"1 1/ 2"

1 1/2"

3/ 4"

3/4"

H A R D T

E S

O P

3+00

4+00

5+00

6+00

7+00

10+00

11+00

12+00

21+00

22+

23+

12"TREE

18"TREE

12"TREE

12"OAK

18"TREE

B A T H R O O M

OAKS

BATHROOMS

3/ 4"

MAPLE

12" OAK

12" PINE

TWIN 18" OAK

CRETE

21" OAK

CULVERT

DITCH

LARGE OAK

21"OAK

14" OAK

18"TREE

G E O

M A R K E R

GEO. MARKER

BEACH TRAIL

21"TREE

TRANSFORMER

21"OAK

wv wv wv

B L O W

O F F

V A L V E

DATUM ELEV

2170.00

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+

2" SDR21 WATERLINE

EXISTING GRADE

3 FT. MIN COVER

TIE INTO 3" WATERLINE

WITH WITH 2" GATE VALVE

AND VALVE BOX

S T A

P R O V

X X

S T A

O L A T

V A L V E

STA. 0+60

2" SYSTEM DRAIN/

BLOW OFF; SEE DETAIL,

SHEET C-31

PISGAH RANGER DISTRICT

NATIONAL FORESTS IN NORTH CAROLINA PROJECT:

UTILITY REPLACEMENT

Asheville, NC 28801

(828) 254-4448

46 Haywood Street, Suite 201A

DAVID D. SMITH and COMPANY

Civil Engineering Consultants

TOPOGRAPHIC SURVEY BY:

-United States Forestry Service

-Metropolitan Sewerage District of Buncombe County -North Carolina Arboretum

UTILITY SURVEY DATA BY:

High Country Surveyors 141B Merrimon Avenue

Asheville, NC 28801

DDSCO. PROJECT NO. 173604-1ISSUED:

SCALE 1"=

50' 100'25'50'

50'

WATERLINE PLAN

HORIZONTAL SCALE 1"=50'

VERTICAL SCALE 1"=10'

0 50'

10'10' 5'

50' 25'

20'

100'WATERLINE PROFILE

June 07, 2004 70%Submittal

HARD TIMES LOOP

WATERLINE PLAN &

PROFILE 9+00 - 25+31.39

SCALE: 1" = 50'

C-16

HARD TIMES LOOP

EXISTING WATERLINE ABANDONED

EXISTING WATERLINE TO REMAIN

NEW WATERLINE

EXISTING SEWERLINE

NEW SEWERLINE

S S S

C O N T

U E D

F R O M

S H E E T

HARD TIMES LOOP

July 06, 2004 85%Submittal

FOLLOW TRAIL

W/ WATERLINE

TO AVOID

TREES

12"CMP

CULVERT

NEW ACCESSIBLE HYDRANT.

FILL TO LEVEL

SURROUNDED W/TIMBER

CURB. DAYLIGHT PIPE.

RUN WATERLINE

TO SAVE TREES

SAVE CONCRETE

DUMPSTER PAD

NEW STD. HYDRANT.

DRAIN BETWEEN OAK &

MAPLE IF POSSIBLE.

AVOID DRAINING INTO

SITE 91.

SAVE MAPLE & OAK.

REMOVE HYDRANT.

RESTORE AREA.

REPLACE PE W/ SCH. 40 PVC

CULVERT OF SAME SIZE.

REMOVE AND REPLACE

EXISTING PVC CULVERT.

RETAINING

WALL

ROUTE WATERLINE

BEHIND DRAIN

BUT LEAVE OAK

REMOVE

NEW HYDRANT

DRAIN TO DAYLIGHT

BOULDER -

REMOVE &

REPLACE

EXIST. BOULDER

-REMOVE &

REPLACE

ROUTE WATERLINE

TO AVOID LARGE

TREES

EXISTING HYDRANT

REMOVE & REPLACE

W/NEW STANDARD

HYDRANT.

EXISTING HYDRANT.

REPLACE WITH NEW

CLOSER TO ROAD.

SEE SHEET C-15 FOR

CONTINUATION OF

HARDTIMES LOOP

EXISTING WATERLINE

REPLACE WITH NEW.

SIZE AS NOTED

2" GATE VALVE

1 1/2" CORPORATION STOP

1 1/2" x 3/4" x 3/4" TEE

3/4" CORP. STOP

1 1/2" CORP. STOP

3/4" CORP. STOP

1 1/2" TO 3/4" REDUCER

AFTER HYDRANT CONNECTION

M A T C H L

July 26, 2004 100%Submittal

August 27, 2004 Misc. revisions to complete drawing set.

E X

S E P T

3/4"

3/ 4"

1 1/2"1 1/ 2"

1 1/2"

3/4"

H A R D T

E S

O P

10+00

11+00

12+00

21+00

22+

23+

12"TREE

B A T H R O O M

OAKS

BATHROOMS

3/ 4"

MAPLE

12" OAK

12" PINE

TWIN 18" OAK

CRETE

21" OAK

CULVERT

DITCH

LARGE OAK

21"OAK

" OAK

G E O

M A R K E R

TRANSFORMER

wv wv wv

2" SDR21 WATERLINE

EXISTING GRADE

3 FT. MIN COVER

PROVIDE AN AIR RELEASE

VALVE AT HIGH POINT;

SEE SHEET C-31 FOR DETAIL

S T A

E N D

O F

L O O P

P R O V

X X

T E E

L A T

V A L V E

STA. 16+03

2"X1 1/2"X1 1/2" TEE

9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00

25+

S T A

P R O V

X X

S T A

O L A T

V A L V E

EXISTING PVC CULVERT;

PROVIDE 18" CLEARANCE

FROM WATERLINE

STA. 23+55.5;

2"X2"X1 1/2" TEE

18" CLEAR.

STA. 20+65.0

2" BLOW-OFF VALVE; DISCHARGE

TO DAYLIGHT INTO EXISTING DITCH

PISGAH RANGER DISTRICT

NATIONAL FORESTS IN NORTH CAROLINA PROJECT:

UTILITY REPLACEMENT

Asheville, NC 28801

(828) 254-4448

46 Haywood Street, Suite 201A

DAVID D. SMITH and COMPANY

Civil Engineering Consultants

TOPOGRAPHIC SURVEY BY:

-United States Forestry Service

-Metropolitan Sewerage District of Buncombe County -North Carolina Arboretum

UTILITY SURVEY DATA BY:

High Country Surveyors 141B Merrimon Avenue

Asheville, NC 28801

DDSCO. PROJECT NO. 173604-1ISSUED:

SCALE 1"=

50' 100'25'50'

50'

WATERLINE PLAN

HORIZONTAL SCALE 1"=50'

VERTICAL SCALE 1"=10'

0 50'

10'10' 5'

50' 25'

20'

100'

WATERLINE PROFILE

June 07, 2004 70%Submittal

BENT CREEK ROAD

WATERLINE

PLAN & PROFILE

SCALE: 1" = 50'

C-17

BENT CREEK ROAD

EXISTING WATERLINE ABANDONED

EXISTING WATERLINE TO REMAIN

NEW WATERLINE

EXISTING SEWERLINE

NEW SEWERLINE

S S S

July 06, 2004 85%Submittal

3" GATE VALVE.

CAP FOR FUTURE

SERVICE

3" GATE VALVE

3/4" CORP. STOP

3" GATE VALVE

2" GATE VALVE

SEE ENLARGED DETAIL

THIS SHEET

BEACH ROAD

MAINTENANCE ROAD

H A R D T I M E S

CONTINUED ON

SHEET C-23

CONTINUED ON

SHEET C-22

CONTINUED ON

SHEET C-23

CONTINUED ON

SHEET C-15

RECONNECT EXISTING

HYDRANTS

BORE AND JACK/DIRECTIONAL

BORE UNDER PAVEMENT

SAWCUT AND REMOVE ASPHALT DITCH AS

REQUIRED FOR NEW WORK. PATCH ASPHALT

PAVED DITCH TO MATCH EXISTING PAVEMENT

SECTION AND SHAPE. RESTORE AREA.

NOTE:

EXCAVATE GRAVEL ROAD FOR NEW

WORK. REPAIR GRAVEL ROAD WITH

COMPACTED BACKFILL AND PROVIDE

6" MIN. COMPACTED A.B.C.

SURFACING. RESTORE TO MATCH

EXISTING.

D U M P

S T A T I O N

R D

CONTRACTOR SHALL FIELD VERIFY

LOCATION AND DIRECTION OF

EXISTING WATER SERVICE INTO

GATEHOUSE. ROUTE NEW 3/4"

SERVICE ACCORDINGLY.

CONNECT NEW SERVICE TO

EXISTING SERVICE OUTSIDE OF

ASPHALT PAVEMENT.

July 26, 2004 100%Submittal

1/ 2"

"2" GATE VALVE

6"CROSS, TAPPED FOR

THE 1 1/2", 2" AND 3"

WATERLINES.

1 1/2" CORPORATION

STOP

BORE UNDER ASPHALT PVMT.

BLOW-OFF VALVE;

DISCHARGE INTO

EXISTING PAVED DITCH

GRAVEL ROAD

ASPHALT ROAD

12" CMP

WATER METER

3" GATE VALVE

REMOVE AND STORE EXISTING GATE IF

NECESSARY FOR NEW WORK. RESET GATE AS

BEFORE AFTER WORK IS COMPLETE AND

RESTORE AREA.

August 27, 2004 Misc. revisions to complete drawing set.

1 1/2" BLOW-OFF VALVE;

DRAIN TO DAYLIGHT; SEE

DETAIL, SHEET C-31

E X

S E P T

1/2

0+00

1+00

2+00

3+00

4+00

5+00

6+00

7+00 8+00

BENT CREEK ROAD

12"TREE

P A V E D

C H

LAUNDRY

FUTURE

3/4"

H O U

METER

TRANS-

FORMER

POLE/

DATUM ELEV

2154.00

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00

3" SDR21 WATERLINE

EXISTING GRADE

3 FT. MIN. COVER

11+97.50

TAP INTO 6" CROSS AND PROVIDE

A 3" GATE VALVE AND VALVE BOX.

PROVIDE A 3" BLOW-OFF/ SYSTEM

DRAIN AND DISCHARGE INTO

EXISTING PAVED DITCH

3"X3"X 1 1/2" CROSS

WITH GATE VALVE

PROVIDE AN AIR RELEASE

VALVE AT HIGH POINT

SEE DETAIL, SHEET C-31

STA. 8+55 - 3"x3"x2" TEE -

2" WATERLINE CONNECTION FROM

HARD TIMES LOOP

PISGAH RANGER DISTRICT

NATIONAL FORESTS IN NORTH CAROLINA PROJECT:

UTILITY REPLACEMENT

Asheville, NC 28801

(828) 254-4448

46 Haywood Street, Suite 201A

DAVID D. SMITH and COMPANY

Civil Engineering Consultants

TOPOGRAPHIC SURVEY BY:

-United States Forestry Service

-Metropolitan Sewerage District of Buncombe County -North Carolina…

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