1
X n n n n RACCOON CREEK RACCOON CREEK RATCLIFFE COVE BRANCH BLANTON RATCLIFFE COVE BRANCH BRANCH ADMINISTRATION AND MAINTENANCE/ BUS GARAGE F.F. ±2756.5 MAINTENANCE STORAGE EQUIPMENT STORAGE VALVE 6 VALVE 5 VALVE 1 VALVE 4 VALVE 3 MW-17 MW-18 MW-16 MW-22 MW-16D MW-12 MW-5 MW-25 MW-24 MW-6 MW-7 MW-19D FLARE GEN FRANCIS FARM ROAD SR 1802 FARMVIEW DRIVE SR 1939 ASHEVILLE HIGHWAY BUSINESS U.S. HWY 23 HAYWOOD COUNTY PROPERTY LINE ±76 ACRES EXISTING ACCESS DRIVE TO BE REMOVED ONLY WHEN NEW ACCESS ON WEST SIDE OF LANDFILL IS FULLY FUNCTIONAL . INSTALL GRASSED UTILITY BENCH AFTER RESTRICTIVE COVER IS INSTALLED. EXISTING ACCESS DRIVE CONSTRUCT 20' ASPHALT ACCESS DRIVE PRIOR TO DEMOLITION OF EXISTING MAIN ACCESS DRIVE EXISTING ACCESS DRIVE EXISTING GRAVEL ACCESS DRIVE EXISTING ACCESS DRIVE MM-15 MM-16 MM-23 MM-18 MM-22 MM-21 WIDEN ASPHALT ROAD IN THIS AREA TO IMPROVE RADIUS TO TEMPORARY ACCESS ROAD ON WEST SIDE OF LANDFILL MM-9 INSTALL NEW 1,000 GALLON SEPTIC TANK AND NEW DUPLEX PACKAGE PUMP STATION SEE SHEET C-108 FOR ADDITIONAL REQUIREMENTS DIESEL GAS FUEL OIL EXISTING TANK FOR GARAGE WASHDOWN WATER TO REMAIN IN SERVICE EXISTING SEPTIC TANK TO BE REMAIN IN SERVICE DURING CONSTRUCTION, THEN ABANDONED WHEN NEW PUMP STATION BECOMES OPERATIONAL SEE SHEET C-108 FOR ADDITIONAL INFORMATION NOTES: 1. EXISTING LANDFILL GAS (LFG) AND LEACHATE EXTRACTION WELLS MUST BE RAISED TO ACCOMMODATE PROPOSED GRADES. NEW LFG AND LEACHATE COLLECTION PIPING IS REQUIRED. 2. LFG EXTRACTION WELLS 9, 10, 12, AND 13 HAVE LEACHATE COLLECTION PUMPS THAT DO NOT PRODUCE, AND THEREFORE WILL BE CONVERTED TO LFG COLLECTION ONLY, PER THE DETAILS. 3. EXISTING LFG (NOTED AS MM) AND GW MONITORING WELLS TO REMAIN. CONTRACTOR SHALL PROTECT THESE WELLS DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH REPLACING A DAMAGED WELL. 4. LFG AND LEACHATE COLLECTION SYSTEMS WILL BE SHUT DOWN DURING CONSTRUCTION. EW's WILL BE PASSIVELY VENTED DURING THE SHUTDOWN. SEE DETAILS FOR ADDITIONAL INFORMATION PERTAINING TO THE WELLHEAD CONSTRUCTION. 5. FINAL FENCING LOCATION AND GATES TO BE DETERMINED BY OWNER DURING CONSTRUCTION 6. EXISTING UTILITY LINES ACROSS WASTE LIMITS TO BE REROUTED PRIOR TO CONSTRUCTION, BY OTHERS. HOWEVER, THE CONTRACTOR WILL BE RESPONSIBLE FOR REMOVING ANY REMAINING UTILITY POLES. AT 4 LOCATIONS WITHIN LINER LIMITS, BACKFILL REMOVED UTILITY POLE WITH 2% BENTONITE MIX. HAYWOOD COUNTY SCHOOLS BUS MAINTENANCE FACILITY TO REMAIN IN SERVICE DURING CONSTRUCTION INSTALL NEW LFG AND LEACHATE COLLECTION PIPING, TYP. SEE DETAILS FOR REQUIREMENTS SEE PIPING PLAN, SHEET C-104 PROPOSED LINER EDGE INSTALL NEW CAP OVER ENTIRE AREA, PER THE DETAILS EXISTING LEACHATE PUMP STATION TO REMAIN IN OPERATION CONNECT NEW FORCE MAIN TO EXISTING LEACHATE PIPE JUST OUTSIDE P.S. WETWELL LFG FLARE STATION TO BE RECONNECTED TO NEW LFG COLLECTION PIPING AND RESTORED TO OPERATION AT THE CONCLUSION OF CONSTRUCTION INSTALL NEW ACCESS TO LANDFILL PROPERTY WORK INCLUDES ±55 LF STREAM IMPACT SEE STREAM CROSSING PLAN AND DETAILS CROSSING INCLUDES FENCING AND GATE TW:2769 BW:2767 TW:2763 BW:2759 TW:2757 BW:2749 TW:2751 BW:2742 TW:2743 BW:2741 TW:2747 BW:2741 LIMITS OF EXISTING ACCESS ROAD REMOVAL LIMITS OF EXISTING ACCESS ROAD REMOVAL LIMITS OF EXISTING ACCESS ROAD REMOVAL THIS SECTION OF EXISTING ACCESS ROAD TO BE REMOVED AND NOT REPLACED, ONLY AFTER PROPOSED PAVED ACCESS ROAD ON WEST SIDE OF LANDFILL IS FULLY FUNCTIONAL. TEMPORARY CONSTRUCTION ACCESS TO BE GRASSED AND REMAIN IN PLACE AT THE COMPLETION OF CONSTRUCTION. TEMPORARY ACCESS ROAD TO BUS MAINTENANCE FACILITY DURING CONSTRUCTION MUST BE FULLY FUNCTIONAL PRIOR TO DEMOLITION OF EXISTING MAIN ACCESS DRIVE SEE SHEET C-107 FOR REQUIREMENTS WIDEN ASPHALT ROAD IN THIS AREA TO IMPROVE RADIUS TO FINAL ACCESS ROAD ON WEST SIDE OF LANDFILL INSTALL GUARDRAIL CONSTRUCT FINAL ACCESS ROAD AT THE COMPLETION OF THE INSTALLATION OF LFG AND LEACHATE COLLECTION PIPING AND CAP CONSTRUCTION WETLANDS B 0.21 ACRES WETLANDS A 0.04 ACRES EXISTING GROUNDWATER AND LFG MONITORING WELLS TO REMAIN IN SERVICE INSTALL PROTECTION PER DETAILS AND PER NOTES ON SHEET C-105 AND IN DETAILS LINER EDGE MARKER TYP. OF 34 EXISTING ACCESS TO REMAIN IN SERVICE AT ALL TIMES REMOVE EXISTING LEACHATE COLLECTION PUMP (INCLUDING DOWN-WELL PIPING) FROM EXTRACTION WELL, TYP. OF 4 REPLACE WITH LFG EXTRACTION ONLY PAVE AREA IMMEDIATELY TO THE WEST OF THE MAINTENANCE BUILDING LEGEND LFG EXTRACTION WELL EW-5 EW-6 LFG EXTRACTION WELL WITH DE-WATERING PUMP PUMP TO BE REPLACED LFG EXTRACTION WELL WITH DE-WATERING PUMP PUMP NOT REPLACED REMOVE ALL TREES FROM AREAS TO BE GRADED SEE EROSION CONTROL PLAN FOR REQUIREMENTS PRIOR TO COMMENCING TREE REMOVAL EW-7 INSTALL "INNER" FENCE 5,450 L.F. (DOES NOT INCLUDE FENCE AT RETAINING WALL) INSTALL NEW 20' WIDE DBL-SWING GATE IN ACCESS ROAD AT EXISTING FENCE INSTALL NEW 12' WIDE DBL-SWING GATE RATCLIFFE COVE BRANCH EXISTING ASPHALT ACCESS DRIVE n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n PROPOSED LINER EDGE SOIL ROAD SOIL ROAD UNNAMED BRANCH EW-10 EW-9 M PROPOSED LEACHATE COLLECTION PIPING WITH SIZE VALVE 6 PROPOSED LFG COLLECTION PIPING WITH SIZE, MARKER POST AND VALVE EW-10 MM-8 LANDFILL GAS MONITORING WELL GROUNDWATER MONITORING WELL MM-14 MW-6 EXISTING DRAIN FIELD TO REMAIN IN SERVICE DURING CONSTRUCTION UNTIL THE NEW PUMP STATION AND FORCE MAIN BECOME OPERATIONAL INSTALL NEW 4' WIDE GATE INSTALL NEW 4' WIDE GATE INSTALL NEW 12' WIDE DBL-SWING GATE INSTALL NEW 12' WIDE DBL-SWING GATE INSTALL NEW 12' WIDE DBL-SWING GATE INSTALL NEW 4' WIDE GATE INSTALL NEW 24' WIDE DBL-SWING GATE AT EXISTING ACCESS ROAD MW-8 MW-10 MM-17 MM-14 X X X X X X X X X X MW-11 MM-7 MW-15 MW-9 MW-19 MW-20 MW-20D MW-21 MM-20 PROPOSED RETAINING WALL SEE DETAILS, SHEET C-501 & C-507 INSTALL 320 L.F. GUARDRAIL INSTALL CABC THIS AREA AFTER NEW ROAD IS COMPLETED, APPROX. 4" TO 18" OVER ±18,000 S.F. PROVIDE POSITIVE DRAINAGE AWAY FROM ROAD M M M M M M M M M M M EW-13 EW-12 EW-18 EW-19 EW-20 EW-21 EW-11 SEE SHEET C-107 FOR REQUIREMENTS AT THE ENTRANCE AREA SEE SHEET C-108 FOR REQUIREMENTS AT THE MAINTENANCE BUILDING AREA SEE SHEET C-109 FOR REQUIREMENTS AT THE STREAM CROSSING INSTALL ASPHALT PAVING SEE SHEET C-108 EW-15 EW-6 EW-4 EW-3 EW-1 EW-16 EW-17 EW-8 EW-2 EW-5 PROPOSED FORCE MAIN AND ELECTRICAL CONDUITS SEE REQUIREMENTS SHEET C-104 VALVE 2 M M PROPOSED FENCING NOTES: 1. "INNER" FENCE IS 6-FOOT CHAIN-LINK FENCE, GREEN VINYL COATING, WITH A TOP RAIL AND BOTTOM TENSION WIRE. 2. "OUTER" FENCE IS 4-FOOT TALL CHAIN LINK FENCE, SIMILAR TO THE INNER FENCE INSTALL "OUTER" FENCE 3,200 L.F. (DOES NOT INCLUDE FENCE AT STREAM CROSSING) X X PROPOSED FENCING WITH GATE X EW-14 M COUNTY SOLID WASTE DEPT EQUIPMENT STORAGE, TO REMAIN MM-19 EXISTING UTILITY POLE TO BE REMOVED BY CONTRACTOR. SEE NOTE 6 THIS SHEET. TYP. OF 3 OUTSIDE LINER LIMITS. EXISTING UTILITY POLE TO BE REMOVED BY CONTRACTOR. SEE NOTE 6 THIS SHEET. TYP. OF 4 WITHIN LINER LIMITS. SITE PLAN 55 Broad Street Asheville, NC 28801 828.252.0575 NC Firm License # C-0459 mcgillassociates.com HAYWOOD COUNTY, NORTH CAROLINA HAYWOOD COUNTY MDC JRB DAP JRB DECEMBER 2019 14.00708 N/A C-102 L:\BROADSTREET\DRAWINGS\2014\14.00708 - FFLF ACM\DESIGN\SOLID WASTE\DRAWINGS\CONSTRUCTION DWGS\14.00708-CD-PLAN-DECEMBER 13 2019.DWG PLOT DATE 12/23/2019 2:10 PM DAVE PASKO NO. DATE BY DESCRIPTION SHEET OFFICE MANAGER PROJECT MANAGER DESIGNER REVIEWER DATE PROJECT # FUNDING # R C A L L 8 1 1 B E F O R E Y O U D G I S A F E D I G G I N G P A R T N E R 1 INCH = 100 FEET GRAPHIC SCALE 100 0 50 100 200 0 FRANCIS FARM LANDFILL RESTRICTIVE COVER IMPLEMENTATION BID DOCUMENTS

BLANTON BRANCH RATCLIFFE COVE BRANCH X Plan-C-102.pdf · 1.existing landfill gas (lfg) and leachate extraction wells must be raised to accommodate proposed grades. new lfg and leachate

  • Upload
    others

  • View
    1

  • Download
    0

Embed Size (px)

Citation preview

Page 1: BLANTON BRANCH RATCLIFFE COVE BRANCH X Plan-C-102.pdf · 1.existing landfill gas (lfg) and leachate extraction wells must be raised to accommodate proposed grades. new lfg and leachate

X

n

n

n

n

R

A

C

C

O

O

N

C

R

E

E

K

R

A

C

C

O

O

N

C

R

E

E

K

R

A

T

C

L

IF

F

E

C

O

V

E

B

R

A

N

C

H

BLANTON

R

A

TC

LIF

FE

C

O

V

E

B

R

A

N

C

H

BRANCH

ADMINISTRATION

AND MAINTENANCE/

BUS GARAGE

F.F. ±2756.5

M

A

IN

T

E

N

A

N

C

E

S

T

O

R

A

G

E

E

Q

U

I

P

M

E

N

T

S

T

O

R

A

G

E

VALVE 6

VALVE 5

VALVE 1

VALVE 4

VALVE 3

MW-17

MW-18

MW-16

MW-22

MW-16D

MW-12

MW-5

MW-25

MW-24

MW-6

MW-7

MW-19D

FLARE

GEN

F

R

A

N

C

I

S

F

A

R

M

R

O

A

D

S

R

1

8

0

2

F

A

R

M

V

I

E

W

D

R

I

V

E

S

R

1

9

3

9

A

S

H

E

V

IL

L

E

H

IG

H

W

A

Y

BU

SIN

ES

S U

.S

. H

WY

23

HAYWOOD COUNTY

PROPERTY LINE

±76 ACRES

EXISTING ACCESS DRIVE TO BE REMOVED

ONLY WHEN NEW ACCESS ON WEST SIDE OF

LANDFILL IS FULLY FUNCTIONAL .

INSTALL GRASSED UTILITY BENCH AFTER

RESTRICTIVE COVER IS INSTALLED.

E

X

I

S

T

I

N

G

A

C

C

E

S

S

D

R

I

V

E

CONSTRUCT 20' ASPHALT ACCESS DRIVE PRIOR

TO DEMOLITION OF EXISTING MAIN ACCESS DRIVE

E

X

I

S

T

I

N

G

A

C

C

E

S

S

D

R

I

V

E

EX

IS

TIN

G G

RA

VE

L A

CC

ES

S D

RIV

E

E

X

I

S

T

I

N

G

A

C

C

E

S

S

D

R

I

V

E

MM-15

MM-16

MM-23

MM-18

MM-22

MM-21

WIDEN ASPHALT ROAD IN THIS AREA

TO IMPROVE RADIUS TO

TEMPORARY ACCESS ROAD ON

WEST SIDE OF LANDFILL

MM-9

INSTALL NEW 1,000 GALLON SEPTIC TANK AND

NEW DUPLEX PACKAGE PUMP STATION

SEE SHEET C-108 FOR ADDITIONAL REQUIREMENTS

D

I

E

S

E

L

G

A

S

F

U

E

L

O

I

L

EXISTING TANK FOR GARAGE WASHDOWN WATER TO REMAIN IN SERVICE

EXISTING SEPTIC TANK TO BE REMAIN IN SERVICE DURING CONSTRUCTION,

THEN ABANDONED WHEN NEW PUMP STATION BECOMES OPERATIONAL

SEE SHEET C-108 FOR ADDITIONAL INFORMATION

NOTES:

1. EXISTING LANDFILL GAS (LFG) AND LEACHATE

EXTRACTION WELLS MUST BE RAISED TO

ACCOMMODATE PROPOSED GRADES. NEW LFG AND

LEACHATE COLLECTION PIPING IS REQUIRED.

2. LFG EXTRACTION WELLS 9, 10, 12, AND 13 HAVE

LEACHATE COLLECTION PUMPS THAT DO NOT

PRODUCE, AND THEREFORE WILL BE CONVERTED TO

LFG COLLECTION ONLY, PER THE DETAILS.

3. EXISTING LFG (NOTED AS MM) AND GW MONITORING

WELLS TO REMAIN. CONTRACTOR SHALL PROTECT

THESE WELLS DURING CONSTRUCTION. THE

CONTRACTOR IS RESPONSIBLE FOR ALL COSTS

ASSOCIATED WITH REPLACING A DAMAGED WELL.

4. LFG AND LEACHATE COLLECTION SYSTEMS WILL BE

SHUT DOWN DURING CONSTRUCTION. EW's WILL BE

PASSIVELY VENTED DURING THE SHUTDOWN. SEE

DETAILS FOR ADDITIONAL INFORMATION PERTAINING

TO THE WELLHEAD CONSTRUCTION.

5. FINAL FENCING LOCATION AND GATES TO BE

DETERMINED BY OWNER DURING CONSTRUCTION

6. EXISTING UTILITY LINES ACROSS WASTE LIMITS TO BE

REROUTED PRIOR TO CONSTRUCTION, BY OTHERS.

HOWEVER, THE CONTRACTOR WILL BE RESPONSIBLE

FOR REMOVING ANY REMAINING UTILITY POLES. AT 4

LOCATIONS WITHIN LINER LIMITS, BACKFILL REMOVED

UTILITY POLE WITH 2% BENTONITE MIX.

HAYWOOD COUNTY SCHOOLS BUS MAINTENANCE FACILITY

TO REMAIN IN SERVICE DURING CONSTRUCTION

INSTALL NEW LFG AND LEACHATE

COLLECTION PIPING, TYP.

SEE DETAILS FOR REQUIREMENTS

SEE PIPING PLAN, SHEET C-104

PROPOSED LINER EDGE

INSTALL NEW CAP

OVER ENTIRE AREA,

PER THE DETAILS

EXISTING LEACHATE PUMP STATION TO

REMAIN IN OPERATION

CONNECT NEW FORCE MAIN TO EXISTING

LEACHATE PIPE JUST OUTSIDE P.S. WETWELL

LFG FLARE STATION TO BE RECONNECTED TO NEW LFG

COLLECTION PIPING AND RESTORED TO OPERATION AT

THE CONCLUSION OF CONSTRUCTION

INSTALL NEW ACCESS TO LANDFILL PROPERTY

WORK INCLUDES ±55 LF STREAM IMPACT

SEE STREAM CROSSING PLAN AND DETAILS

CROSSING INCLUDES FENCING AND GATE

TW:2769

BW:2767

TW:2763

BW:2759

TW:2757

BW:2749

TW:2751

BW:2742

TW:2743

BW:2741

TW:2747

BW:2741

LIMITS OF EXISTING ACCESS

ROAD REMOVAL

LIMITS OF EXISTING ACCESS ROAD REMOVAL

LIMITS OF EXISTING ACCESS ROAD REMOVAL

THIS SECTION OF EXISTING ACCESS ROAD TO BE REMOVED AND NOT REPLACED,

ONLY AFTER PROPOSED PAVED ACCESS ROAD ON WEST SIDE OF LANDFILL IS FULLY FUNCTIONAL.

TEMPORARY CONSTRUCTION ACCESS TO BE GRASSED AND

REMAIN IN PLACE AT THE COMPLETION OF CONSTRUCTION.

TEMPORARY ACCESS ROAD TO BUS MAINTENANCE FACILITY DURING CONSTRUCTION

MUST BE FULLY FUNCTIONAL PRIOR TO DEMOLITION OF EXISTING MAIN ACCESS DRIVE

SEE SHEET C-107 FOR REQUIREMENTS

WIDEN ASPHALT ROAD IN THIS AREA TO

IMPROVE RADIUS TO FINAL ACCESS

ROAD ON WEST SIDE OF LANDFILL

INSTALL GUARDRAIL

CONSTRUCT FINAL ACCESS ROAD AT THE COMPLETION

OF THE INSTALLATION OF LFG AND LEACHATE

COLLECTION PIPING AND CAP CONSTRUCTION

WETLANDS B

0.21 ACRES

WETLANDS A

0.04 ACRES

EXISTING GROUNDWATER AND LFG

MONITORING WELLS TO REMAIN IN SERVICE

INSTALL PROTECTION PER DETAILS AND PER

NOTES ON SHEET C-105 AND IN DETAILS

LINER EDGE MARKER

TYP. OF 34

EXISTING ACCESS TO REMAIN IN

SERVICE AT ALL TIMES

REMOVE EXISTING LEACHATE COLLECTION

PUMP (INCLUDING DOWN-WELL PIPING)

FROM EXTRACTION WELL, TYP. OF 4

REPLACE WITH LFG EXTRACTION ONLY

PAVE AREA IMMEDIATELY TO THE WEST OF THE MAINTENANCE BUILDING

LEGEND

LFG EXTRACTION WELL EW-5

EW-6

LFG EXTRACTION WELL WITH DE-WATERING PUMP

PUMP TO BE REPLACED

LFG EXTRACTION WELL WITH DE-WATERING PUMP

PUMP NOT REPLACED

REMOVE ALL TREES FROM AREAS TO BE GRADED

SEE EROSION CONTROL PLAN FOR REQUIREMENTS

PRIOR TO COMMENCING TREE REMOVAL

EW-7

INSTALL "INNER" FENCE

5,450 L.F. (DOES NOT INCLUDE

FENCE AT RETAINING WALL)

INSTALL NEW 20' WIDE DBL-SWING GATE

IN ACCESS ROAD AT EXISTING FENCE

INSTALL NEW 12' WIDE DBL-SWING GATE

RATCLIFFE

COVE

BRANCH

E

X

I

S

T

I

N

G

A

S

P

H

A

L

T

A

C

C

E

S

S

D

R

I

V

E

n

n

n

n

n

n

n

n

n

n

n

n

n

n

n

n

n

n

n

n

n

n

n

n

n

n

n

n

n

n

n

n

n

n

PROPOSED LINER EDGE

S

O

IL

R

O

A

D

S

O

I

L

R

O

A

D

UNNAMED

BRANCH

EW-10

EW-9

M

PROPOSED LEACHATE COLLECTION PIPING WITH SIZE

VALVE 6

PROPOSED LFG COLLECTION PIPING WITH SIZE, MARKER POST AND VALVE

EW-10

MM-8

LANDFILL GAS MONITORING WELL

GROUNDWATER MONITORING WELL

MM-14

MW-6

EXISTING DRAIN FIELD TO REMAIN IN SERVICE DURING CONSTRUCTION

UNTIL THE NEW PUMP STATION AND FORCE MAIN BECOME OPERATIONAL

INSTALL NEW 4' WIDE GATE

INSTALL NEW 4' WIDE GATE

INSTALL NEW 12' WIDE DBL-SWING GATE

INSTALL NEW 12' WIDE DBL-SWING GATE

INSTALL NEW 12' WIDE DBL-SWING GATE

INSTALL NEW 4' WIDE GATE

INSTALL NEW 24' WIDE DBL-SWING GATE

AT EXISTING ACCESS ROAD

MW-8

MW-10

MM-17

MM-14

X

X

X

X

X

X

X

X

X

X

MW-11

MM-7

MW-15

MW-9

MW-19

MW-20

MW-20D

MW-21

MM-20

PROPOSED RETAINING WALL

SEE DETAILS, SHEET C-501 & C-507

INSTALL 320 L.F. GUARDRAIL

INSTALL CABC THIS AREA AFTER NEW ROAD

IS COMPLETED, APPROX. 4" TO 18" OVER ±18,000 S.F.

PROVIDE POSITIVE DRAINAGE AWAY FROM ROAD

M

M

M

M

M

M

M

M

M

M

M

EW-13

EW-12

EW-18

EW-19

EW-20

EW-21

EW-11

SEE SHEET C-107 FOR

REQUIREMENTS AT THE

ENTRANCE AREA

SEE SHEET C-108 FOR REQUIREMENTS AT

THE MAINTENANCE BUILDING AREA

SEE SHEET C-109 FOR REQUIREMENTS

AT THE STREAM CROSSING

INSTALL ASPHALT PAVING

SEE SHEET C-108

EW-15

EW-6

EW-4

EW-3

EW-1

EW-16

EW-17

EW-8

EW-2

EW-5

PROPOSED FORCE MAIN AND ELECTRICAL CONDUITS

SEE REQUIREMENTS SHEET C-104

VALVE 2

M

M

PROPOSED FENCING NOTES:

1. "INNER" FENCE IS 6-FOOT CHAIN-LINK FENCE, GREEN VINYL

COATING, WITH A TOP RAIL AND BOTTOM TENSION WIRE.

2. "OUTER" FENCE IS 4-FOOT TALL CHAIN LINK FENCE,

SIMILAR TO THE INNER FENCE

INSTALL "OUTER" FENCE

3,200 L.F. (DOES NOT INCLUDE

FENCE AT STREAM CROSSING)

X

X

PROPOSED FENCING WITH GATE

X

EW-14

M

COUNTY SOLID WASTE DEPT

EQUIPMENT STORAGE, TO REMAIN

MM-19

EXISTING UTILITY POLE TO BE REMOVED

BY CONTRACTOR. SEE NOTE 6 THIS SHEET.

TYP. OF 3 OUTSIDE LINER LIMITS.

EXISTING UTILITY POLE TO BE REMOVED

BY CONTRACTOR. SEE NOTE 6 THIS SHEET.

TYP. OF 4 WITHIN LINER LIMITS.

SITE PLAN

55 Broad Street

Asheville, NC 28801

828.252.0575

NC Firm License # C-0459

mcgillassociates.com

HAYWOOD COUNTY, NORTH CAROLINA

HAYWOOD COUNTY

MDC

JRB

DAP

JRB DECEMBER 2019 14.00708 N/A

C-102

L:\B

RO

AD

ST

RE

ET

\D

RA

WIN

GS

\2014\14.00708 - F

FLF

A

CM

\D

ES

IG

N\S

OLID

W

AS

TE

\D

RA

WIN

GS

\C

ON

ST

RU

CT

IO

N D

WG

S\14.00708-C

D-P

LA

N-D

EC

EM

BE

R 13 2019.D

WG

P

LO

T D

AT

E 12/23/2019 2:10 P

M D

AV

E P

AS

KO

NO. DATE BY DESCRIPTION

SHEET

OFFICE MANAGER

PROJECT MANAGER

DESIGNER

REVIEWER DATE PROJECT # FUNDING #

R

CALL

811 BEFORE YOUD GI

SAFE DIGGING PARTNER

1 INCH = 100 FEETGRAPHIC SCALE

100 0 50 100 2000FRANCIS FARM LANDFILL

RESTRICTIVE COVER IMPLEMENTATION

BID DOCUMENTS

AutoCAD SHX Text
OVERHEAD ELECTRIC (APPROX ONLY)
AutoCAD SHX Text
VALVE
AutoCAD SHX Text
TREE LINE
AutoCAD SHX Text
RIP RAP
AutoCAD SHX Text
TREE LINE
AutoCAD SHX Text
TREE LINE
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
CO
AutoCAD SHX Text
WOOD POST
AutoCAD SHX Text
TREE LINE
AutoCAD SHX Text
TREE LINE
AutoCAD SHX Text
TREE LINE
AutoCAD SHX Text
TREE LINE
AutoCAD SHX Text
RIP RAP
AutoCAD SHX Text
RIP RAP
AutoCAD SHX Text
WOOD POST
AutoCAD SHX Text
RIP RAP
AutoCAD SHX Text
WOOD POST
AutoCAD SHX Text
TREE LINE
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
30" CMP
AutoCAD SHX Text
CHAIN LINK FENCE
AutoCAD SHX Text
CHAIN LINK FENCE
AutoCAD SHX Text
CHAIN LINK FENCE
AutoCAD SHX Text
CHAIN LINK FENCE
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
HW
AutoCAD SHX Text
15" CMP
AutoCAD SHX Text
72" CMP
AutoCAD SHX Text
72" CMP
AutoCAD SHX Text
72" CMP
AutoCAD SHX Text
BARBED WIRE FENCE
AutoCAD SHX Text
15" CMP
AutoCAD SHX Text
UP
AutoCAD SHX Text
UP
AutoCAD SHX Text
UP
AutoCAD SHX Text
UP
AutoCAD SHX Text
FH
AutoCAD SHX Text
GATE
AutoCAD SHX Text
GRAVEL DR
AutoCAD SHX Text
CHAIN LINK FENCE
AutoCAD SHX Text
OAK 24 DOUBLE"
AutoCAD SHX Text
81301
AutoCAD SHX Text
OAK 42"
AutoCAD SHX Text
81303
AutoCAD SHX Text
TBM BOLT
AutoCAD SHX Text
81255
AutoCAD SHX Text
TBM BOLT
AutoCAD SHX Text
EL:2599.92
AutoCAD SHX Text
T POST FOUND
AutoCAD SHX Text
T POST FOUND
AutoCAD SHX Text
T POST FOUND
AutoCAD SHX Text
UTILITY BOX
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
WV
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
GATE
AutoCAD SHX Text
UP
AutoCAD SHX Text
UP
AutoCAD SHX Text
UP
AutoCAD SHX Text
UP
AutoCAD SHX Text
HARDWOOD 8"
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
UP
AutoCAD SHX Text
VALVE
AutoCAD SHX Text
STEEL POST
AutoCAD SHX Text
VALVE
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
MB
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
FH
AutoCAD SHX Text
WV
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
SPIGOT
AutoCAD SHX Text
SSMH
AutoCAD SHX Text
SSMH
AutoCAD SHX Text
1" OTIPF
AutoCAD SHX Text
UP
AutoCAD SHX Text
SPIGOT
AutoCAD SHX Text
12" CPP
AutoCAD SHX Text
12" CPP
AutoCAD SHX Text
12" CPP
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
VALVE
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
CO
AutoCAD SHX Text
5/8" RBF
AutoCAD SHX Text
UG FOC
AutoCAD SHX Text
10" DIP
AutoCAD SHX Text
12" CMP
AutoCAD SHX Text
10" CPP
AutoCAD SHX Text
12" CPP
AutoCAD SHX Text
12" CPP
AutoCAD SHX Text
BRICK WALL
AutoCAD SHX Text
STEEL POST GATE
AutoCAD SHX Text
STEEL POST GATE
AutoCAD SHX Text
I.E.:2674.95'
AutoCAD SHX Text
WOOD FENCE
AutoCAD SHX Text
CATCH BASIN TOP EL:2753.33' 12" CPP I.E.:2750.21' 12" CPP I.E.:2750.21' 12" CPP I.E.:2750.21'
AutoCAD SHX Text
CATCH BASIN TOP EL:2753.22' I.E.:2751.04'
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
FUEL PUMPS
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
UTILITY BOX
AutoCAD SHX Text
UG FOC
AutoCAD SHX Text
ACCESS
AutoCAD SHX Text
SIDEWALK
AutoCAD SHX Text
12" CPP
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
SANITARY SEWER MANHOLE TOP EL:2800.81' 8" PVC I.E.:2791.88'
AutoCAD SHX Text
SANITARY SEWER MANHOLE TOP EL:2799.21' COVERED WITH DIRT
AutoCAD SHX Text
WOOD FENCE
AutoCAD SHX Text
T POST FOUND
AutoCAD SHX Text
T POST FOUND
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
UP
AutoCAD SHX Text
UP
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
LP
AutoCAD SHX Text
XFMR
AutoCAD SHX Text
UP
AutoCAD SHX Text
RIP RAP
AutoCAD SHX Text
TREE LINE
AutoCAD SHX Text
MW 22
AutoCAD SHX Text
MW 16D
AutoCAD SHX Text
MW 19D
AutoCAD SHX Text
MW 20D
AutoCAD SHX Text
MW 24
AutoCAD SHX Text
MW 25
AutoCAD SHX Text
MW 8 FLUSH
AutoCAD SHX Text
MW 7 FLUSH
AutoCAD SHX Text
MW 6 FLUSH
AutoCAD SHX Text
MW 15 flush
AutoCAD SHX Text
MW 10 FLUSH
AutoCAD SHX Text
MW 9 FLUSH
AutoCAD SHX Text
MW 12
AutoCAD SHX Text
MW 21
AutoCAD SHX Text
MW 20
AutoCAD SHX Text
MW 19
AutoCAD SHX Text
MW 18
AutoCAD SHX Text
MW 17
AutoCAD SHX Text
MW 16
AutoCAD SHX Text
CONCRETE PAD
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
TREE LINE
AutoCAD SHX Text
TREE LINE
AutoCAD SHX Text
TREE LINE
AutoCAD SHX Text
TREE LINE
AutoCAD SHX Text
TREE LINE
AutoCAD SHX Text
TREE LINE
AutoCAD SHX Text
TREE LINE
AutoCAD SHX Text
TREE LINE
AutoCAD SHX Text
TREE LINE
AutoCAD SHX Text
TREE LINE
AutoCAD SHX Text
TREE LINE
AutoCAD SHX Text
TREE LINE
AutoCAD SHX Text
TREE LINE
AutoCAD SHX Text
TREE LINE
AutoCAD SHX Text
TREE LINE
AutoCAD SHX Text
TREE LINE
AutoCAD SHX Text
TREE LINE
AutoCAD SHX Text
TREE LINE
AutoCAD SHX Text
TREE LINE
AutoCAD SHX Text
TREE LINE
AutoCAD SHX Text
TREE LINE
AutoCAD SHX Text
TREE LINE
AutoCAD SHX Text
TREE LINE
AutoCAD SHX Text
TREE LINE
AutoCAD SHX Text
TREE LINE
AutoCAD SHX Text
36" CMP
AutoCAD SHX Text
18" CPP
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
UTILITY BOX
AutoCAD SHX Text
underground f.o.c.- approx location only
AutoCAD SHX Text
2780
AutoCAD SHX Text
2760
AutoCAD SHX Text
2710
AutoCAD SHX Text
2720
AutoCAD SHX Text
2730
AutoCAD SHX Text
2740
AutoCAD SHX Text
2750
AutoCAD SHX Text
2760
AutoCAD SHX Text
2720
AutoCAD SHX Text
2740
AutoCAD SHX Text
2600
AutoCAD SHX Text
2600
AutoCAD SHX Text
2600
AutoCAD SHX Text
2600
AutoCAD SHX Text
2600
AutoCAD SHX Text
2600
AutoCAD SHX Text
2610
AutoCAD SHX Text
2610
AutoCAD SHX Text
2610
AutoCAD SHX Text
2610
AutoCAD SHX Text
2610
AutoCAD SHX Text
2610
AutoCAD SHX Text
2610
AutoCAD SHX Text
2610
AutoCAD SHX Text
2610
AutoCAD SHX Text
2620
AutoCAD SHX Text
2620
AutoCAD SHX Text
2620
AutoCAD SHX Text
2620
AutoCAD SHX Text
2620
AutoCAD SHX Text
2620
AutoCAD SHX Text
2620
AutoCAD SHX Text
2620
AutoCAD SHX Text
2620
AutoCAD SHX Text
2620
AutoCAD SHX Text
2620
AutoCAD SHX Text
2620
AutoCAD SHX Text
2620
AutoCAD SHX Text
2620
AutoCAD SHX Text
2620
AutoCAD SHX Text
2650
AutoCAD SHX Text
2620
AutoCAD SHX Text
2620
AutoCAD SHX Text
2620
AutoCAD SHX Text
2620
AutoCAD SHX Text
2620
AutoCAD SHX Text
2630
AutoCAD SHX Text
2630
AutoCAD SHX Text
2630
AutoCAD SHX Text
2630
AutoCAD SHX Text
2630
AutoCAD SHX Text
2630
AutoCAD SHX Text
2630
AutoCAD SHX Text
2630
AutoCAD SHX Text
2630
AutoCAD SHX Text
2630
AutoCAD SHX Text
2630
AutoCAD SHX Text
2630
AutoCAD SHX Text
2630
AutoCAD SHX Text
2630
AutoCAD SHX Text
2630
AutoCAD SHX Text
2630
AutoCAD SHX Text
2630
AutoCAD SHX Text
2630
AutoCAD SHX Text
2630
AutoCAD SHX Text
2630
AutoCAD SHX Text
2640
AutoCAD SHX Text
2640
AutoCAD SHX Text
2640
AutoCAD SHX Text
2640
AutoCAD SHX Text
2640
AutoCAD SHX Text
2640
AutoCAD SHX Text
2640
AutoCAD SHX Text
2640
AutoCAD SHX Text
2640
AutoCAD SHX Text
2640
AutoCAD SHX Text
2640
AutoCAD SHX Text
2640
AutoCAD SHX Text
2640
AutoCAD SHX Text
2640
AutoCAD SHX Text
2650
AutoCAD SHX Text
2650
AutoCAD SHX Text
2650
AutoCAD SHX Text
2650
AutoCAD SHX Text
2650
AutoCAD SHX Text
2650
AutoCAD SHX Text
2650
AutoCAD SHX Text
2650
AutoCAD SHX Text
2650
AutoCAD SHX Text
2650
AutoCAD SHX Text
2650
AutoCAD SHX Text
2650
AutoCAD SHX Text
2660
AutoCAD SHX Text
2660
AutoCAD SHX Text
2660
AutoCAD SHX Text
2660
AutoCAD SHX Text
2660
AutoCAD SHX Text
2660
AutoCAD SHX Text
2660
AutoCAD SHX Text
2660
AutoCAD SHX Text
2660
AutoCAD SHX Text
2660
AutoCAD SHX Text
2660
AutoCAD SHX Text
2660
AutoCAD SHX Text
2670
AutoCAD SHX Text
2670
AutoCAD SHX Text
2670
AutoCAD SHX Text
2670
AutoCAD SHX Text
2670
AutoCAD SHX Text
2670
AutoCAD SHX Text
2670
AutoCAD SHX Text
2670
AutoCAD SHX Text
2670
AutoCAD SHX Text
2670
AutoCAD SHX Text
2670
AutoCAD SHX Text
2670
AutoCAD SHX Text
2670
AutoCAD SHX Text
2670
AutoCAD SHX Text
2680
AutoCAD SHX Text
2680
AutoCAD SHX Text
2680
AutoCAD SHX Text
2680
AutoCAD SHX Text
2680
AutoCAD SHX Text
2680
AutoCAD SHX Text
2680
AutoCAD SHX Text
2680
AutoCAD SHX Text
2680
AutoCAD SHX Text
2680
AutoCAD SHX Text
2680
AutoCAD SHX Text
2690
AutoCAD SHX Text
2690
AutoCAD SHX Text
2690
AutoCAD SHX Text
2690
AutoCAD SHX Text
2690
AutoCAD SHX Text
2690
AutoCAD SHX Text
2690
AutoCAD SHX Text
2690
AutoCAD SHX Text
2690
AutoCAD SHX Text
2690
AutoCAD SHX Text
2690
AutoCAD SHX Text
2700
AutoCAD SHX Text
2700
AutoCAD SHX Text
2700
AutoCAD SHX Text
2700
AutoCAD SHX Text
2700
AutoCAD SHX Text
2700
AutoCAD SHX Text
2700
AutoCAD SHX Text
2740
AutoCAD SHX Text
2700
AutoCAD SHX Text
2750
AutoCAD SHX Text
2700
AutoCAD SHX Text
2700
AutoCAD SHX Text
2750
AutoCAD SHX Text
2750
AutoCAD SHX Text
2750
AutoCAD SHX Text
2710
AutoCAD SHX Text
2710
AutoCAD SHX Text
2710
AutoCAD SHX Text
2710
AutoCAD SHX Text
2710
AutoCAD SHX Text
2710
AutoCAD SHX Text
2710
AutoCAD SHX Text
2710
AutoCAD SHX Text
2710
AutoCAD SHX Text
2710
AutoCAD SHX Text
2710
AutoCAD SHX Text
2710
AutoCAD SHX Text
2710
AutoCAD SHX Text
2720
AutoCAD SHX Text
2720
AutoCAD SHX Text
2720
AutoCAD SHX Text
2720
AutoCAD SHX Text
2720
AutoCAD SHX Text
2720
AutoCAD SHX Text
2720
AutoCAD SHX Text
2720
AutoCAD SHX Text
2720
AutoCAD SHX Text
2720
AutoCAD SHX Text
2720
AutoCAD SHX Text
2720
AutoCAD SHX Text
2720
AutoCAD SHX Text
2720
AutoCAD SHX Text
2780
AutoCAD SHX Text
2790
AutoCAD SHX Text
2730
AutoCAD SHX Text
2730
AutoCAD SHX Text
2730
AutoCAD SHX Text
2730
AutoCAD SHX Text
2730
AutoCAD SHX Text
2730
AutoCAD SHX Text
2730
AutoCAD SHX Text
2730
AutoCAD SHX Text
2730
AutoCAD SHX Text
2730
AutoCAD SHX Text
2730
AutoCAD SHX Text
2730
AutoCAD SHX Text
2730
AutoCAD SHX Text
2730
AutoCAD SHX Text
2740
AutoCAD SHX Text
2740
AutoCAD SHX Text
2740
AutoCAD SHX Text
2740
AutoCAD SHX Text
2740
AutoCAD SHX Text
2740
AutoCAD SHX Text
2740
AutoCAD SHX Text
2740
AutoCAD SHX Text
2740
AutoCAD SHX Text
2740
AutoCAD SHX Text
2800
AutoCAD SHX Text
2750
AutoCAD SHX Text
2800
AutoCAD SHX Text
2750
AutoCAD SHX Text
2800
AutoCAD SHX Text
2750
AutoCAD SHX Text
2750
AutoCAD SHX Text
2750
AutoCAD SHX Text
2750
AutoCAD SHX Text
2800
AutoCAD SHX Text
2750
AutoCAD SHX Text
2800
AutoCAD SHX Text
2800
AutoCAD SHX Text
2750
AutoCAD SHX Text
2750
AutoCAD SHX Text
2750
AutoCAD SHX Text
2760
AutoCAD SHX Text
2760
AutoCAD SHX Text
2760
AutoCAD SHX Text
2760
AutoCAD SHX Text
2760
AutoCAD SHX Text
2760
AutoCAD SHX Text
2760
AutoCAD SHX Text
2760
AutoCAD SHX Text
2760
AutoCAD SHX Text
2760
AutoCAD SHX Text
2760
AutoCAD SHX Text
2760
AutoCAD SHX Text
2770
AutoCAD SHX Text
2770
AutoCAD SHX Text
2770
AutoCAD SHX Text
2770
AutoCAD SHX Text
2770
AutoCAD SHX Text
2770
AutoCAD SHX Text
2770
AutoCAD SHX Text
2770
AutoCAD SHX Text
2770
AutoCAD SHX Text
2770
AutoCAD SHX Text
2770
AutoCAD SHX Text
2780
AutoCAD SHX Text
2780
AutoCAD SHX Text
2780
AutoCAD SHX Text
2780
AutoCAD SHX Text
2780
AutoCAD SHX Text
2780
AutoCAD SHX Text
2780
AutoCAD SHX Text
2780
AutoCAD SHX Text
2780
AutoCAD SHX Text
2780
AutoCAD SHX Text
2780
AutoCAD SHX Text
2780
AutoCAD SHX Text
2790
AutoCAD SHX Text
2790
AutoCAD SHX Text
2790
AutoCAD SHX Text
2790
AutoCAD SHX Text
2790
AutoCAD SHX Text
2790
AutoCAD SHX Text
2790
AutoCAD SHX Text
2790
AutoCAD SHX Text
2790
AutoCAD SHX Text
2790
AutoCAD SHX Text
2790
AutoCAD SHX Text
2800
AutoCAD SHX Text
2800
AutoCAD SHX Text
2800
AutoCAD SHX Text
2800
AutoCAD SHX Text
2800
AutoCAD SHX Text
2810
AutoCAD SHX Text
2810
AutoCAD SHX Text
2810
AutoCAD SHX Text
VALVE
AutoCAD SHX Text
VALVE
AutoCAD SHX Text
VALVE
AutoCAD SHX Text
VALVE
AutoCAD SHX Text
VALVE
AutoCAD SHX Text
VALVE
AutoCAD SHX Text
VALVE
AutoCAD SHX Text
VALVE
AutoCAD SHX Text
VALVE
AutoCAD SHX Text
VALVE
AutoCAD SHX Text
ACCESS
AutoCAD SHX Text
ACCESS
AutoCAD SHX Text
VENTS
AutoCAD SHX Text
MW 25 FLUSH
AutoCAD SHX Text
EXISTING UNDERGROUND ELECTRICAL
AutoCAD SHX Text
WHITE PAINT
AutoCAD SHX Text
CANOPY
AutoCAD SHX Text
inv. in 2690.5
AutoCAD SHX Text
bottom 26xx.0
AutoCAD SHX Text
top 2693.2-1' a.f.g.
AutoCAD SHX Text
inv. in (8") 2687.1
AutoCAD SHX Text
inv out (12") 2689.8
AutoCAD SHX Text
bottom el 2684.6
AutoCAD SHX Text
top el 2693.4
AutoCAD SHX Text
6"
AutoCAD SHX Text
4"
AutoCAD SHX Text
ELECT
AutoCAD SHX Text
MW 11 FLUSH
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
CATCH BASIN
AutoCAD SHX Text
CATCH BASIN
AutoCAD SHX Text
CHAIN LINK FENCE
AutoCAD SHX Text
BARBED WIRE FENCE
AutoCAD SHX Text
BARBED WIRE FENCE
AutoCAD SHX Text
BARBED WIRE FENCE
AutoCAD SHX Text
BARBED WIRE FENCE
AutoCAD SHX Text
UP(APPROX ONLY)
AutoCAD SHX Text
UP (APPROX ONLY)
AutoCAD SHX Text
PROPANE
AutoCAD SHX Text
TRANS
AutoCAD SHX Text
8"
AutoCAD SHX Text
8"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
6"
AutoCAD SHX Text
6"
AutoCAD SHX Text
6"
AutoCAD SHX Text
6"
AutoCAD SHX Text
6"
AutoCAD SHX Text
6"
AutoCAD SHX Text
8"
AutoCAD SHX Text
6"
AutoCAD SHX Text
4"
AutoCAD SHX Text
8"
AutoCAD SHX Text
8"
AutoCAD SHX Text
4"
AutoCAD SHX Text
8"
AutoCAD SHX Text
8"
AutoCAD SHX Text
6"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
6"
AutoCAD SHX Text
6"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
6"
AutoCAD SHX Text
6"
AutoCAD SHX Text
6"
AutoCAD SHX Text
8"
AutoCAD SHX Text
4"
AutoCAD SHX Text
CO
AutoCAD SHX Text
6"
AutoCAD SHX Text
6"
AutoCAD SHX Text
WETWELL
AutoCAD SHX Text
KNOCKOUT POT
AutoCAD SHX Text
OVERHEAD ELECTRIC (APPROX ONLY)
AutoCAD SHX Text
8"
AutoCAD SHX Text
LFG
AutoCAD SHX Text
LFG
AutoCAD SHX Text
LFG
AutoCAD SHX Text
LFG
AutoCAD SHX Text
LFG
AutoCAD SHX Text
LFG
AutoCAD SHX Text
LFG
AutoCAD SHX Text
LFG
AutoCAD SHX Text
LFG
AutoCAD SHX Text
LFG
AutoCAD SHX Text
LFG
AutoCAD SHX Text
LFG
AutoCAD SHX Text
LFG
AutoCAD SHX Text
LFG
AutoCAD SHX Text
LFG
AutoCAD SHX Text
LFG
AutoCAD SHX Text
LFG
AutoCAD SHX Text
LFG
AutoCAD SHX Text
LFG
AutoCAD SHX Text
LFG
AutoCAD SHX Text
LFG
AutoCAD SHX Text
LFG
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
LFG
AutoCAD SHX Text
4"
AutoCAD SHX Text
CONC
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
6"
AutoCAD SHX Text
8" W.L.
AutoCAD SHX Text
LFG
AutoCAD SHX Text
LFG
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
WV
AutoCAD SHX Text
BLUE PAINT
AutoCAD SHX Text
RED PAINT
AutoCAD SHX Text
RED PAINT
AutoCAD SHX Text
RED PAINT
AutoCAD SHX Text
ORANGE PAINT
AutoCAD SHX Text
ORANGE PAINT
AutoCAD SHX Text
ORANGE PAINT
AutoCAD SHX Text
RED PAINT
AutoCAD SHX Text
ORANGE PAINT
AutoCAD SHX Text
RED PAINT
AutoCAD SHX Text
CATCH BASIN
AutoCAD SHX Text
18" CMP
AutoCAD SHX Text
30" CMP
AutoCAD SHX Text
N
AutoCAD SHX Text
THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED IN ACCORDANCE WITH THE STANDARD CERTIFICATION REQUIREMENTS FOUND IN NC ADMINISTRATIVE CODE 21-56.1103(E). THIS DIGITAL SIGNATURE HAS BEEN FOUND BY THE NC BOARD OF EXAMINERS FOR ENGINEERS AND SURVEYORS TO MEET THESE STANDARDS. PLEASE CONTACT THE SIGNER IF YOU NEED ASSISTANCE IN VALIDATING THE SIGNATURE.
AutoCAD SHX Text
SIGNED AND DATED:
AutoCAD SHX Text
SEAL
AutoCAD SHX Text
024993