Greensboro Airport Sewer Extension Map (west)

( ( (

7! 0!. ! 32

(

(

(

33 2. 4 (

( 2(

n

67 4.

DI P

n8

n

((

15

8

q8 8

8

q

(

( (

(

D

((

Public Distribution Lines

! . G

Public Transmission Lines Private Lines

! . G

[ Ú

D Abandoned lines ! . Active G Sewer Lines Public Private Abandoned

5R

Active

D

(D

(

(

48" Bore & Enc. by PTAA

Sewer Manholes

Abandoned

23

L

CountyCenterline Urban Loop Railroads Golf Courses Buildings

(

( ( ((

12 ( ( DIP

n

D

(

(

DR

n 8 n (

12

(

R IV AL

16" Bore & Enc. by PTAA

2 ! . 1G

!

Streams Airport City of Greensboro City Limits PTAA Exemption Area County Incorporated Limits W.S.S.A. Boundary 2' Contours

5R

10' Contours

23

L

D

D !

DD(

3

Prop. 20" Bore & Enc. for Water

[ Active Ú

DD

AR

DD

D

N

D

n

n

(

D

(

83 7.

Prop. Utility Crossing

q

n

8

q

q

(

( (( ( D

D

8

8

(

D ( (

D

n

(

D

(

(

(

(

Y KW AI RP OR TP

D DD

(

(

(

q q

(

10

(

D

10 10

(

D

24

D

EX

n

( (

15

(

q 8 q8 15 q 8 8

8 15

8

8

(

(

(

D

(

( (

8

q

24

24

D D 24

D

EB

Y

(

q

D

D

TO

(

q qq

(

8

D

8

AI

n

(

(

q

q 8 q 8OB q( RI8A

( SPYGLASS 8 8 (

(q q 8 q q

q 8

24

(

8

(

(

NT

(

PL

(

8

(

q 8

q (

q 8

BIRKDALE DR 8

8 (

q(8 q8

q n

n8

DR

q8

q 8

q

8

8 8 q qq q (q q q 8

8

q 8 q8

8

88

IT

n

12

n

LN

RP

n

n

q

(

(

8

D

W

n

PK

n

RT

D

O

D

YL ER

BR YA N

D

D

SC HU

(

D

DD D

D

nn

(

D

DI P

D

D

D

n

D

12

DI

Force Main

94 15

(

D

12

Prev. Proposed Manholes

D

P DI

10

n

D

D

D

n

n

n

n

16

n 10 n

n

q

D

8

8

8

6

8

Dn

! . G

Prev. Alignment to serve FedEx

DD

D

!

6 9. 27 !!

! . G 12

nn n

qq

q

n

6

nn

! . G ! !

!

8 8 D8 n nn D n

8

nn

Prev. Alignment of Failed SS

D

P DI

!

n

6

! . G

Sewer Manholes by PTAA

P DI

D

8 !

8" Sewer Main by! PTAA!

RD

n

DI ! 8 P 17 ! .0 ! G .6

503.7

n

! . G

Prop. 12' Water Main Prop. Sewer Lines

! . 8 G 8 !nn

! .n G

n

PTAA GSO West Site

! !! ! 8 .6 ! 22 5! P

3 0. 53

!

n 10 n

Legend !

Prop.! Sewer Manholes

IP

D 8

! . G

n

n

RD8 12 D 8

n

[n Ú

M

12

!

16 DIP

! . G

!

8

O 8

! ! n !! ! . 16 G DI 8 n P 51 8 n 1 .7

6

n

8

R FA

! . G

D8

n

n

! . n 495.9 G

8

8

10

16 D IP

n

8

RG CA

D

n

n

! . G !

! . G

8

n

8

34 3. 2

n

8

G

n

10

n

R AI

! . DI G P

EL FU

! . G

B

8

! . Ln G 8 ADate: ! . 8 G V I ! n R September 1, 2009 ! . 8G n AR ! . G S ! . G

n

8 nGD

n

S

T

n

12

DR

n

n

I D

n

n

n LVD

AD RI

8

8 18 2 [n8 Ú

H

n

8

8

030 .9

8

T! ! . ! OG

n

12 DIP 1

q 81010n nn !8 q ! . 8 G q n 8 .3! qP 556 q 8

8

!

10 n

n n

n

! . G

! . ! G

! .n NG

D n

96.5

!

! . 16 G DIP 0 149 2.7

8

! . 6G

D R8 ! . G 8ICEn RV S!En

8 8 n D 8n

8 !D ! .

12

8

EL

16

!

4. ! 44

DR

8

1

0 ! . 0G . G 1 !

12

P DI

! . G

n

! . G ! ! . G

. 4! 0. G12 50

9. 48

6D IP 7

!

!

Proposed 12" Water Main Extension

VD BL

R ! . 12 G !

P DI

! ! . G 1

! . G

! n n6n6n

10

DW RL O 8 W

D

DR 8 E ID 8

BRY AN B LVD

39

D

8

q

q

( D

q

qq

q

(

q

8

q

!D

.3

16 DIP 6

! !

8

D

qq

q

(

q

8 RAM P

q

q

(

q

q

8

q

q

W OR TH D R

q

qq

q

q

A ND S

q

q q

14 16

PH M

24" Sewer Main by PTAA

!.7 ! . 2G 36

q

q q

q

q q

q

HO L L

q

q IP

8

D

TD

! . G

2

q

! DD

10

!

1 ! . G 9

q

q

10

Previous Alignment ! 8 ! . ! G of FedEx Sewer

IA

OT

RT

Y

q

q

24

Failed Sewer Installation

TR

RI

R AI

PO

W PK

P DI

q

8

16

R

8 JOS E

D D

P DI

! . G

! . G

!

12

39

! . G

WEExisting FedEx ST ER TR SewerNAlignment 8

q n nn n n

D

q

!

N BLVD

N

R MA

12 ! . 8G

! . G

q

4!9 6. ! 8 2

10

!

P DI

q

8

!

R8

8

D8R

q

DI P

D

! D ! 8

8

C 8T

! ! ! 8

M BRYA

! ! 24 8

24

qq q 8 8

ON8E LLS T 8 q W 8Eq q

16

q

10 70.8 P7 10 16 DI 7 5. 71

D

P DI

24

24

DD ! . IE8LG F 8 q R UI

8 FIREW OOD T

q

R

! ! 8

! ! 8

!

8

q

E

16

.1

D

q

8

.1

494

G

M

!! . ! G

q

57 19

IP

ID

24

PTAA West Site

q

P

q

DI

D 16

R

! 24 ! 8

! ! 8

8

16

5 51.

AK

8

K I8C WG ! . S E q ! .8 C 8H 8! G

! . G

q

4 IP

DR

N WB

!

8 15 ! . !G ! 15

qq

8

! .

q

G ! !

q

LL

O

q q

!

8

q8 8 q8 q

88

! . G

q

! . 8 G

·

q

q

q

8

!! .8

G

8

! . G

8

8!G ! .

! . 8H 8 q G q IG8H VI 8 EW8 RD8 New Sewer Alignment ! .!q qG G ! q! q ! ! .q to be Installed 8

JO SE PH

! 8

8q

10

8

! . G

! . G

8

D 16

HI

O LD

D

24

EXIT

N 8A

Vq

.9 513 DIP 16

DY R

I EX

A RY OB T T

B NW

YA TO BR

RT PK AIRPO

8

q ! . ! G

! . 8 !G D

ED

! ! 8

12

12

8

! . G

8

T SC A8S !

10 8G ! . ! .q8 G 15 currently has the needed sewer 8 8! 8 PTAA q 8 10 5 q!. alignment under construction. ! . 8 !G G 1 Current value of the sewer ! . 8 G !q 8 improvements totals $2,100,000.00. 8

Previously Installed Sewer Outfall

! . G

.! 8! G

! .8 8 G ! . G !

L YG SP !G ! .

8

3 52. IP 2 8

IN

L CO

L

K LA EY LL VA

CALICO DR

GE LE

DR

ES AK

q

8

! 8 ! !

W

P

RD

NE DI

8

8

D 16

8 ! . G

R

8

! . 8 q8!!1G 0

!G ! .

8

! .q G

! ! .8 G

! . G

! . G

! ! . G

8

8

! .q 8 G RIG ! . DG 8 !! .E R G D

!

PE EP

! . G

q 8 q AY 8 8 D8W B EN L AK E 8 8 q IR C q q N q 8 8 q qq8 q 8LE ALq

2. 6

O AK

8

q

49

! .

! . G

8

8

P DI

PTAA Economic AreasG GSO West Site Water & Sewer Study

nn8

q

! . G

O LD

8

q

8

nn

16

n 8

! . G

q