ITEM NO:

N.2

DEKALB COUNTY

PLANNING COMMISSION

AGENDA /

SKETCH PLAT HEARING

MEETING TIME/DATE:

February 13, 2019

6:30 pm

FILE NO: 1234084

PUB. HRG. X

ACTION:

SUBJECT: Pinewood Curve COMMISSION DISTRICTS: 4 Super District: 6

DEPARTMENT: PLANNING

PUBLIC HEARING: _X_ YES _ NO

ATTACHMENT(S): X YES NO __ PP

INFORMATION CONTACT: Marian Eisenberg

PHONE NUMBER: (404) 371-2155

N.2 Avondale East

Rockbridge Road

#P-Plat 1243084

18-010-05-012

18-010-05-023-026

18-010-07-007-012

Application request of Michelle Battle of Battle Law P.C> to subdivide 17.1 acres into fifty-

five (55) lots. Subject properties are zoned R-75 (Medium Density Residential-2) and have

approximately 783 feet of frontage on Old Rockbridge Rd, approximately 390 feet of

frontage on 3rd Avenue and approximately 1534 feet of frontage on Rockbridge Rd.

RECOMMENDATION(S):

The proposed revisions to the sketch plat related to right-of-way width and the location of

the detention pond meet the Standard of the Zoning Ordinance, Chapter 27 and the

Development Regulations, Chapter 14. Therefore, Staff recommends APPROVAL.

THIS DOCUMENT IS NOT VALID UNLESS IT BEARS THE

ORIGINAL SIGNATURE OF THE REGISTRANT

ACROSS THE REGISTRANT'S SEAL.

RE

VIS

ION

S

SHEET NUMBER

DATE:

SCALE:

FILE NUMBER:

DRAWN BY:

1.

2.

3.

4.

A:\Rockbridge-Avondale East\DWG\ROCKBRIDGE_SKETCH-00-180129.dwg, CVR, SHayes, Jan 21, 2019 - 4:06:20pm

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No. 033637

PROFESSIONAL

VIS

IT U

S O

N O

UR

WEB

SITE

:w

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.fdc-

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om

235

CO

RP.

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. DR

., ST

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0ST

OC

KB

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0281

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389

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0479

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1/21/19

NTS

SKETCH-00

SPH

CVR

SKETCH PLAT

FOR

AVONDALE EAST I & II

FKA

ROCKLAND MANOR

BLOCKS 1, 2, & 3

SHEET INDEXCVR

1.0

2.0

3.0

4.0

5.0

COVER SHEET

EXISTING CONDITIONS PLAN

OVERALL DEVELOPMENT PLAN

OVERALL SITE LAYOUT PLAN

TREE SURVEY PLAN

TREE SURVEY DATA

ZONING: R-75 / SCOTTDALE OVERLAY DISTRICT - TIER IVLAND LOT 10; 6th DISTRICTDEKALB COUNTY, GEORGIA

AP# 20795

N.T.S.

VICINITY MAP

SITE

24 HOUR CONTACT

CLINT WALTERS

(404) 274-4492

cwalters@homesouthcommunities.com

ENGINEER:

FALCON DESIGN CONSULTANTS

235 CORPORATE CENTER DR.

SUITE 200

STOCKBRIDGE, GA 30281

(770) 389-8666

shayes@fdc-llc.com

DEVELOPER:

SEC DEVELOPMENT LLC.

2849 PACES FERRY ROAD, SUITE 625

ATLANTA, GA 30339

(404) 379-2147

(PRIMARY PERMITEE)

SURVEYOR:

LANDTECCO CONSULTING, LLC

d/b/a LANDTEC

110 SAMARITAN DRIVE

SUITE 111

CUMMING, GA 30040

(678) 730-0120

OWNER:

SOUTHEAST CAPITAL COMPANIES

2849 PACES FERRY ROAD, SUITE 625

ATLANTA, GA 30339

(404) 379-2147

MA

GN

ETIC

NO

RTH

THIS SKETCH PLAT HAS BEEN SUBMITTED TO AND APPROVED BY THE

PLANNING COMMISSION OF

DEKALB COUNTY ON THIS ____________DAY OF ___________ 20___.

BY:

________________________________________________________________________

(BY DIRECTOR)

PLANNING COMMISSION CHAIRMAN

DEKALB COUNTY, GEORGIA

NOTES:

1. RECORDED OFF-SITE SEWER EASEMENT REQUIRED PRIOR TO ISSUANCE

OF DEVELOPMENT PERMIT

2. A 75' TRIBUTARY BUFFER WILL BE MAINTAINED ON ALL STATE WATERS

THAT ARE NOT APPROVED FOR BUFFER ENCROACHMENT VARIANCE BY

DEKALB COUNTY OR GEORGIA E.P.D.

3. SKETCH PLAT APPROVAL DOES NOT CONSTITUTE APPROVAL OF THE

STORM DRAINAGE OR SANITARY SEWER SYSTEMS. NO CONSTRUCTION

SHALL BEGIN UNTIL CONSTRUCTION PLANS ARE APPROVED AND A

DEVELOPMENT PERMIT IS OBTAINED.

4. THE OWNER OF THE PROPERTY IS RESPONSIBLE FOR COMPLIANCE WITH

THE CORPS OF ENGINEERS REQUIREMENTS REGARDING WETLANDS.

5. WATER SERVICE TO BE PROVIDED BY DEKALB COUNTY.

6. SANITARY SEWER SERVICE TO BE PROVIDED BY DEKALB COUNTY.

7. SCOTTDALE OVERLAY DISTRICT REVIEW APPROVED 4/1/2016.

8. THIS DEVELOPMENT WILL HAVE A HOMEOWNERS ASSOCIATION AND

COVENANTS.

9. TOTAL NUMBER OF LOTS: 55

LOTS PER BLOCK:

BLOCK

1

2

3

# OF LOTS

12

22

21

N.T.S.

FLOOD MAP

SITE

DEKALB COUNTY FIRE NOTES

’ ’

“

”

PROJECT DESCRIPTIONAVONDALE EAST PROJECT WILL COMBINE 19

EXISTING RESIDENTIAL TRACTS INTO A 55 LOT

SINGLE FAMILY RESIDENTIAL DEVELOPMENT.

PROJECT TO INCLUDE PUBLIC RIGHT OF WAY

AND UTILITIES.

C&

G

C&

G

NOTES:

Residence

Residence

Residence

Pole

Shed

P

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Residence

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Shed

Conc

S

7

5

°

2

8

'5

3

"

W

9

4

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6

'

S87°06'20"E 211.06'

S01°01'34"W

218.00'

N89°21'46"E

97.00'

N01°40'16"E

217.82'

TRACT 1 - 4.783 ACRES

208,336 SQ. FT.

ZONED R-75

TRACT 2 - 12.318 ACRES

536,571 SQ. FT.

ZONED R-75

OUT

PARCEL

N/F

JE

RR

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ND

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& P

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LA

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PG 674

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ROCKBRIDGE ROAD - 40' R/W (PUBLIC)

(R/W BASED ON DEEDS AND PINS FOUND)

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NOTES:

3R

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/W

(P

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Residence

Residence

Residence

Residence

Shed

Conc

SSMH

TOP - 1048.06

OUT - 1044.96

SSMH

TOP - 1047.58

IN - 1044.98

OUT - 1044.88

SSMH

TOP - 1048.89

IN - 1043.44

OUT - 1043.33

SSMH

TOP - 1049.77

IN - 1041.92

OUT - 1041.87

8"P

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Pedestal

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UP

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UP

UP

UP

UP

UP

UP

UP

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2

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TOP - 1046.35

IN - 1041.15

OUT - 1040.95

DWCB

TOP - 1045.90

OUT - 1041.70

C

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Residence

UP

S

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CLF

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1

0

1

0

1

0

0

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9

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9

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9

7

0

1

0

0

0

1

0

1

0

1

0

2

0

1020

1030

1040

1

0

5

0

1

0

4

0

1

0

3

0

1

0

2

0

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L

1

L

2

L

3

C

1

C2

L4L5L6

L7L8

L9L10 L11

C3

C4

Parcel Line Table

Line #

L1

L2

L3

L4

L5

L6

L7

L8

L9

L10

L11

Length

14.58

54.65

50.21

50.00

21.18

42.32

10.93

89.07

41.98

52.93

69.74

Direction

N68°33'59"W

N70°04'18"W

N73°21'18"W

N89°22'02"W

N89°22'02"W

S89°28'28"W

S89°28'28"W

S89°25'39"W

S89°17'58"W

N89°28'28"E

S89°22'27"E

Curve Table

Curve #

Arc Length

Radius Chord

Length

C1 105.58' 955.24' N77° 39' 36"W 105.52'

C2 120.35' 955.24' N84° 26' 08"W 120.27'

C3 25.35' 915.24' N87° 15' 05"W 25.35'

C4 74.91' 915.24' N84° 06' 47"W 74.89'

L12 4.00' N00°14'36"W

1

7

8

.4

9

'

250.41'

24

9.6

1'

24

8.9

1'

103.09'69.63'

48

0.5

0'

4

5

4

.3

9

'

4

3

1

.7

5

'

187.80'

27

4.5

2'

26

7.2

7'

141.69'

1

2

4

.

3

0

'

64.73'

N89°30'55"E

99.45'

N89°21'35"E

99.96'

N89°40'03"E

113.52'

N89°13'15"E

94.67'

N89°57'41"E

99.95'

S89°07'11"E

158.08'

18-010-05-012

18-010-05-011 18-010-05-010

18-010-05-009

18-010-05-007

18-010-05-008

18-010-05-006

18-010-05-018

18-010-05-004

18-010-05-022

18-010-05-013

18-010-05-021

18-010-05-019

18-010-05-015

18-010-05-020

14

18-010-05-014

18-010-07-007 18-010-07-008

18-010-07-009

18-010-07-010

18-010-07-01118-010-07-012

18-010-07-006

374.54'

371.12'

369.22'

37

5.54'

397.61'

100.00'

61.20'

49.86'

S88°29'36"E

108.35'

S88°29'36"E

100.39'

S88°29'26"E

115.05'

6.27'

21.61'

S00°41'56"E

433.11'

405.23'

187.61'

72.30'

128.00'

7

5

.0

8

'

L13 26.13' N44°14'25"E

L13

N00°26'00"E

81.70'

N01°18'03"E

173.49'

N01°00'21"E

72.90'

N01°10'20"E

43.47'

S

82°35'0

5"W

205.48'

S 8

6°4

3'3

0"

W

71.0

3'

S 8

2°20'2

7" W

114.2

0'

N88°49'13"E

99.96'

S89°44'08"E

69.99'

S05°00'33"E

171.20'

N84°26'4

9"E

74.0

1'

S06°18'49"E

150.02'

S

6

9

°

4

9

'0

3

"

W

1

5

5

.

8

1

'

S

7

0

°

5

9

'1

8

"

W

1

5

1

.

5

0

'

S

7

9

°5

8

'3

0

"W

1

9

7

.4

9

'

S

82°31'3

4"W

101.30'

S83°36'1

1"W

70.4

7'

S83°16'2

4"W

71.6

5'

N

6

0

°

2

3

'

5

8

"

W

3

1

.

1

1

'

N 00°56'19" E

144.43'

N01°26'44"E

380.58'

#3179

#3185

#3191

#3205

#3215

#3221

#3235

#3245

#3258

#219

#3168

#235

#3167

#3226

#3232

#3238

#3244

#3252

#3262

THIS DOCUMENT IS NOT VALID UNLESS IT BEARS THE

ORIGINAL SIGNATURE OF THE REGISTRANT

ACROSS THE REGISTRANT'S SEAL.

RE

VIS

ION

S

SHEET NUMBER

DATE:

SCALE:

FILE NUMBER:

DRAWN BY:

1.

2.

3.

4.

A:\Rockbridge-Avondale East\DWG\ROCKBRIDGE_SKETCH-00-180129.dwg, Exist Cond, SHayes, Jan 21, 2019 - 4:16:41pm

FALC

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E

D

S

E

A

N

P

A

UL

H

A

Y

E

S

G

E

O

R

G

I

A

No. 033637

PROFESSIONAL

VIS

IT U

S O

N O

UR

WEB

SITE

:w

ww

.fdc-

llc.c

om

235

CO

RP.

CTR

. DR

., ST

E 20

0ST

OC

KB

RID

GE,

GEO

RG

IA 3

0281

Ph. (

770)

389

-866

6 - F

ax (7

70) 3

89-8

656

CO

A N

O. P

ER 0

0479

0

CO

A N

O. L

SF 0

0099

5

EX

ISTIN

G C

ON

DIT

ION

SFO

R

AV

ON

DA

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ST I

& A

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EA

ST II

LO

CA

TE

D IN

:D

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CO

UN

TY

, G

EO

RG

IALA

ND

LO

T 1

0; 1

6th

DIS

TR

ICT

1/21/19

1"=50'

SKETCH-00

SPH

1.0

MA

GN

ETIC

NO

RTH

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

0 25 50 100 20050

50

NOTES:

1. NO KNOWN SIGNIFICANT HISTORIC OR ARCHEOLOGICAL FEATURES, GRAVES,

OBJECTS OR STRUCTURES MARKING A PLACE OF BURIAL EXIST ON THE SITE.

2. ALL EXISTING STRUCTURES, FENCES AND DRIVEWAYS TO BE REMOVED AND

PROPERLY DISPOSED OF ACCORDING TO ALL APPLICABLE LOCAL, STATE,

AND FEDERAL LAWS.

3. CONTOUR INTERVAL = 2 FT.

BOTTOM OF

OCS ELEV

1003.00

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

XX

X

XX

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

6

' C

H

A

IN

L

IN

K

F

E

N

C

E

UNIMPROVED R/W

3R

D A

VE

NU

E - (P

UB

LIC

R

/W

)

AMENITY/ PARK AREA 1

C

&

G

SS

SS

SS

SS

W W

W

W

W

W W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

WW

W

WW

WW

W

W

W

W

W

wv

wv

wv

wv

wv

wm

wm

wm

wm wm

wm

wm

wm

wm

wm

wm

wm

FH

Water

Vault

S

S

S

S

S

OUT

PARCEL

N/F

KERRY L. HART

DEED BK 23878 PG 674

ZONED: R-75

N/F

DEKALB BOARD

OF EDUCATION

40'

W

W

W

W

W

W

POND 2

100-YR ELEV:

985.33

E

X

I

S

T

I

N

G

R

/

W

EX

IS

TIN

G S

/W

W

W

W

W

W

WW

W

W

W

W

W

W

W

W

W

D

Y

H

D

Y

H

D

Y

H

D

Y

H

D

Y

H

D

Y

H

AMENITY/

PARK AREA 2

W

ILLIS

T

R

L.

GR

OV

E M

ILL LN

.

55' R

/W

(P

UB

LIC

)

55' R

/W

(P

UB

LIC

)

55' R/W (PUBLIC)

WARWICK ALLEY (PRIVATE)

AV

ON

D

R.

ST

RA

TF

OR

D S

T.

BRIDGEWAY PARK

GU

ILD

HA

LL A

LLE

Y (P

RIV

AT

E)

B

IS

H

O

P

TO

N

A

LLE

Y

(P

R

IV

A

TE

)

AM

EN

IT

Y/ P

AR

K A

RE

A 2

AV

ON

DA

LE

EA

ST II

AMENITY/ PARK AREA 1

WELCOMBE ALLEY (PRIVATE)

55' R

/W

(P

U

B

LIC

)

55' R

/W

(P

UB

LIC

)

UNIMPROVED R/W

SS

SS

SS

SS

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

SS

SSSS

SS

SS

SS

SS

SS

S

S

S

S

S

S

S

S

S

S

S

S

SS

SS

S

S

S

S

S

S

SS

S

S

S

R

E

Q

'D

R

/

W

R

EQ

'D

R/W

RE

Q'D

R

/W

R

E

Q

'D

R

/

W

20

31

41

REQ'D

R/W

RE

Q'D

R/W

REQ'D R/W

REQ'D

R/W

W

W

25' S.S.E.

2

0

' S

.S

.E

.

2

0

' S

.S

.E

.

15' D.E.

15' D.E.

15' D.E.

2

5

' D

.E

.

20' A

.E

. &

D

.E

.

15' D

.E

.

1

5

' D

.E

.

2

0

' D

.E

.

2

5

'

S

.

S

.

E

.

2

0

' S

.S

.E

.

1

5

' S

.S

.E

.

25' S

.S

.E

.

2

0

' S

.S

.E

.

20' S.S.E.

30' S.S.E.

20' S

.S.E

.

30' S

.S

.E

.

1

0

' A

.E

. &

D

.E

.

20' A

.E

.

20' S

.S

.E

.

20' S

.S

.E

.

20' S

.S

.E

.

20' A

.E

. &

D

.E

.

2

5

' D

.E

.

2

0

'

A

.

E

.

20' S.S.E.

20' S

.S.E

.

1

5

' D

.E

.

1

5

'

D

.

E

.

20' A.E.

20' A

.E.

1

5

' D

.E

.

10' A.E. & D.E.

10' A.E. & D.E.

20' A.E.

20' D.E.

2

0

'

D

.

E

.

20' A.E.

10,609 s.f.

4

0

' T

E

M

P

. C

O

N

S

T

. E

S

M

T

.

8,851 s.f.10,615 s.f.

8,399 s.f.

7,911 s.f.

10,837 s.f.

10,730 s.f.

10,733 s.f.

7,696 s.f.

7,977 s.f.

7,987 s.f.

7,982 s.f.

8,683 s.f.

7,973 s.f.

9,080 s.f.

9,448 s.f.

7,634 s.f.

7,648 s.f.7,662 s.f.

7,666 s.f.

10,616 s.f.

7,786 s.f.

13,667 s.f.

7,496 s.f.

6,811 s.f.

6,933 s.f.

6,870 s.f.

7,483 s.f.

16,510 s.f.

8,509 s.f.

8,043 s.f.

8,071 s.f.

10,483 s.f.

11,611 s.f.

8,810 s.f.

8,302 s.f.

8,670 s.f.

7,051 s.f.

20,183 s.f.

9,843 s.f.

7,046 s.f.

7,048 s.f.

7,216 s.f.

7,053 s.f.

7,618 s.f.

9,056 s.f.

7,515 s.f.

7,617 s.f.

8,568 s.f.

9,080 s.f.

9,366 s.f.

8,166 s.f.

10,352 s.f.

8,547 s.f.

8,963 s.f.

2

5

' D

.E

.

2

5

' D

.E

.

19

23

24

1

28

4

25

26

30

27

29

2

5

67

9

10

11

12

1314

15

16

17

22

21

32

33

35*

36

37

40

38

39

43

44

53

55

54

8

48

49

51

52

45

46

1040

1

0

3

0

1

0

2

0

1

0

1

0

1

0

0

0

9

9

0

9

8

0

9

7

0

1

0

0

0

1010

1

0

2

0

1030

1040

1

0

5

0

1

0

4

0

1

0

3

0

1

0

2

0

1020

1010

1

0

2

0

D

P

A

R

K

S

ID

E

A

L

L

E

Y

(

P

R

IV

A

T

E

)

AVONDALE EAST II

N/F

ROCKBRIDGE PARK

CONDOMINIUM

DB 5596, PG 464

TAX ID # 18 010 24 102

TAX ID # 18 010 24 050

TAX ID # 18 010 24 025

ZONED MR-2

N/F

JERRY EDMOND &

PAULA JOHNSTON POUNDS

DB 16062, PG 92

TAX ID # 18 010 07 006

ZONED R-75

NOT INCLUDED

TAX ID #

18 010 05 008

N/F

STEPHEN OUELLET

DB 25037, PG 415

TAX ID # 18 010 05 014

ZONED R-75

N/F

GRACE I. UKANGA

DB 6850, PG 621

TAX ID # 18 010 05 020

ZONED R-75

20' A.E.

& S.S.E.

20' A.E. & S.S.E.

ROCKBRIDGE ROAD - (PUBLIC R/W

)

45 MPH

O

L

D

R

O

C

K

B

R

I

D

G

E

R

O

A

D

-

(

P

U

B

L

I

C

R

/

W

)

2

5

M

P

H

HATHAWAY ALLEY (PRIVATE)

REQ'D R

/W

C

/

L

C/L

C/L

C/L

D

Y

H

D

Y

H

20' A.E. & D.E.

PARKSIDE ALLEY

(PRIVATE)

2

0

' A

.E

.

EXISTING WATER MAIN

24" C

UR

B, G

UT

TE

R,

& P

AV

EM

EN

T

24" CURB, GUTTER,

& PAVEMENT

2

4

" C

U

R

B

, G

U

T

T

E

R

,

&

P

A

V

E

M

E

N

T

24" C

U

R

B, G

U

TT

ER

,

& P

AV

EM

EN

T

PROPOSED 3/4"

COPPER WATER

SERVICE

SEWER LATERAL

(TYP.)

PROPOSED 3/4"

COPPER WATER

SERVICE

PROPOSED 3/4"

COPPER WATER

SERVICE

PROPOSED 3/4"

COPPER WATER

SERVICE

3/4" COPPER

WATER SERVICE

3/4" COPPER

WATER SERVICE

(TYP.)

3/4" COPPER

WATER SERVICE

(TYP.)

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W W

W W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

WW

W

W

W

W

3/4" COPPER

WATER SERVICE

(TYP.)

3/4" COPPER

WATER SERVICE

(TYP.)

PROPOSED 3/4"

COPPER WATER

SERVICE

3/4" COPPER

WATER SERVICE

(TYP.)

3/4" COPPER

WATER SERVICE

(TYP.)

3/4" COPPER

WATER SERVICE

(TYP.)

PROPOSED 3/4"

COPPER WATER

SERVICE

PROPOSED 3/4"

COPPER WATER

SERVICE

PROPOSED 3/4"

COPPER WATER

SERVICE

PROPOSED 3/4"

COPPER WATER

SERVICE

PROPOSED 3/4"

COPPER WATER

SERVICE

3/4" COPPER

WATER SERVICE

(TYP.)

3/4" COPPER

WATER SERVICE

(TYP.)

3/4" COPPER

WATER SERVICE

(TYP.)

3/4" COPPER

WATER SERVICE

(TYP.)

SEWER LATERAL

(TYP.)

SEWER LATERAL

(TYP.)

SEWER LATERAL

(TYP.)

SEWER LATERAL

(TYP.)

SEWER LATERAL

(TYP.)

SEWER LATERAL

(TYP.)

SEWER LATERAL

(TYP.)

SEWER LATERAL

(TYP.)

SEWER LATERAL

(TYP.)

SEWER LATERAL

(TYP.)

SEWER LATERAL

(TYP.)

S

S

S

S

S

S

S

8

"

D

IP

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

EX

IS

TIN

G W

AT

ER

M

AIN

R

E

Q

'D

R

/W

RE

Q'D

R/W

RE

Q'D

R

/W

RE

Q'D

R

/W

RE

Q'D

R/W

RE

Q'D

R

/W

RE

Q'D

R

/W

R

E

Q

'D

R

/W

RE

Q'D

R

/W

RE

Q'D

R

/W

R

E

Q

'D

R

/W

RE

Q'D

R

/W

RE

Q'D

R

/W

RE

Q'D

R

/W

REQ'D R/W

REQ'D

R/W

MOUMENT

#1

IRON PIN -

SPINDLE

MOUMENT #2

IRON PIN - CTP

JB

J

B

JB

JB

J

B

J

B

WI

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

8" PV

C

8" D

IP

8" PVC

8" P

VC

8" P

VC

8

"

P

V

C

8" P

V

C

8" P

VC

8" P

VC

8" D

IP

8

" P

V

C

8" P

VC

8" P

VC

8

"

P

V

C

8

"

P

V

C

8" D

IP

8

"

P

V

C

8

"

D

I

P

8" D

IP

8" P

VC

8

"

D

IP

8" D

IP

8" DIP

8" P

VC

8" P

VC

8" PVC

A7 SMH

D1 SMH

B4.2 SMH

B4.3 SMH

B7 SMH

B4.4 SMH

B6 SMH

C1 SMH

B4.1 SMH

B5 SMH

B4 SMH

B2.1 SMH

A5 SMH

A6 SMH

A5.1 SMH

A5.2 SMH

A6.1 SMH

B1 SMH

B2 SMH

B3 SMH

A4 SMH

A3 SMH

B1.1 SMH

E2 SMH

E3 SMH

E3.1 SMH

E3.2 SMH

F1 SMH

E5 SMH

E4 SMH

R

E

T

A

IN

IN

G

W

A

L

L

R

E

T

A

IN

IN

G

W

A

L

L

RETAINING WALL

TOW = 1014.60

BOW = 1013.91

TOW = 1011.54

BOW = 1010.93

TOW = 1018.35

BOW = 1014.27

POB

C

/

L

C

/L

C

/L

C

/L

C/L

C/L

C/L

C/L

C/L

C/L

C/L

C/L

C/L

C/L

JB

42

34

18

47

3

AVONDALE EAST I

50

SSSS

SS

SS

SS

BAY STREET

UNIMPROVED R/W

30' S.S.E.

25

' S

.S

.E

.

30

' S

.S

.E

.

WW

WW

W

8" DIP WATER MAIN

D

Y

H

S

S

S

SS

SS

SS

SS

SS

S

8" D

IP

8" DIP

EXISTING SMH

E1 SMH

E2 SMH

E3 SMH

S89°22'47"E

55.00'

X

X

X

X

X

X

X

X

X

X

X

S

S

6

' C

H

A

IN

L

IN

K

F

E

N

C

E

6

' C

H

A

IN

L

IN

K

F

E

N

C

E

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

4

0

' T

E

M

P

. C

O

N

S

T

. E

S

M

T

.

2

0

' S

.S

.E

.

2

0

' S

.S

.E

.

4

0

' T

E

M

P

. C

O

N

S

T

. E

S

M

T

.

D

D

D

S

A2 SMH

A1 EXISTING SMH

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

0 25 50 10050

50

THIS DOCUMENT IS NOT VALID UNLESS IT BEARS THE

ORIGINAL SIGNATURE OF THE REGISTRANT

ACROSS THE REGISTRANT'S SEAL.

RE

VIS

ION

S

SHEET NUMBER

DATE:

SCALE:

FILE NUMBER:

DRAWN BY:

1.

2.

3.

4.

A:\Rockbridge-Avondale East\DWG\AVONDALE EAST-SKETCH-00.dwg, 2.0, SHayes, Jan 21, 2019 - 4:14:31pm

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R

R

E

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D

S

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A

N

P

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A

No. 033637

PROFESSIONAL

OV

ER

ALL D

EV

ELO

PM

EN

T P

LA

NFO

R

AV

ON

DA

LE

EA

ST I

& A

VO

ND

ALE

EA

ST II

LO

CA

TE

D IN

:D

EK

ALB

CO

UN

TY

, G

EO

RG

IALA

ND

LO

T 1

0, 1

8th

DIS

TR

ICT

1/21/19

1" = 50'

ROCKBRIDGE

SPH

2.0

RE

VIS

ED

PE

R D

EK

ALB

CO

UN

TY

CO

MM

EN

TS

1

-17

-19

SPH

L

L

DEED BOOK

PLAT BOOK

PAGE

LAND LOT

OPEN TOP PIPE

REBAR

IRON PIN FOUND

1/2" REBAR W/C FDC LSF000995

CRIMP TOP PIPE

CURB & GUTTER

RIGHT-OF-WAY

NOW OR FORMERLY

OVERHEAD POWER LINE

TELEPHONE LINE

CORRUGATED METAL PIPE

STORMWATER MANAGEMENT FACILITY

TEMPORARY BENCHMARK

POINT OF BEGINNING

POINT OF COMMENCEMENT

REINFORCED CONCRETE PIPE

DUCTILE IRON PIPE

POLYVINYL CHLORIDE PIPE

HIGH DENSITY POLYETHYLENE PIPE

PROPERTY LINE

CENTERLINE

BUILDING SETBACK LINE

BACK OF CURB

CURVE LABEL

CURB INLET

DRAINAGE EASEMENT

EDGE OF PAVEMENT

FIRE HYDRANT

DB

PB

PG

LL

OTP

RB

IPF

IPS

CTP

C&G

R/W

N/F

-E-

-T-

CMP

SWMF

TBM

POB

POC

RCP

DIP

PVC

HDPE

P

C

B.S.L.

BOC

C

CI

DE

EOP

FH

LINE LABEL

PK NAIL SET

SANITARY SEWER EASEMENT

UTILITY EASEMENT

REFERENCE

SEWER CLEAN OUT

SQUARE FOOT

IRON PIN FOUND

IRON PIN SET

CALCULATED POINT

POWER POLE

FIRE HYDRANT

WATER VALVE

WATER METER

JUNCTION BOX

SANITARY SEWER MANHOLE

DROP INLET

R/W MONUMENT

SINGLE WING CATCH BASIN

DOUBLE WING CATCH BASIN

CURB INLET

HEADWALL

FLARED END SECTION

GAS METER

GAS VALVE

ELECTRIC TRANSFORMER

TELEPHONE PEDESTAL

LIGHT POST

COLUMN SIGN MONUMENT

ASPHALT

CONCRETE

L

PKS

SSE

UE

REF

C/O

SQ. FT.

D

W

S

G

E

T

INSET 'A'

SCALE = 1"=50'

SEE INSET 'A'

SCALE = 1"=50'

SEE INSET 'B'

SCALE = 1"=50'

INSET 'B'

SCALE = 1"=50'

POND 2 :

100 YR. ELEVATION: 985.33

100 YR. VOLUME: 16,577 C.F.

TOP OF CONC. WALL: 986

POND 1 :

100 YR. ELEVATION: 1006.42

100 YR. VOLUME: 25,620 C.F.

TOP OF CONC. WALL: 1008.50

QUANTITY TABULATION

WATER SYSTEM

No. OF LOTS SERVED

FIRE HYDRANT ASSEMBLY

8" D.I.P. WATER MAIN

DESCRIPTION QUANTITY

55

8

2,947.79 LF

8" WATER VALVE 12 EA

6 EAEQUALITY STATION TEE

NOTE: CONTRACTOR TO VERIFY ALL QUANTITIES, THE QUANTITIES ARE ESTIMATES ONLY.

QUANTITY TABULATION

SANITARY SEWER SYSTEM

No. OF LOTS SERVED

8" PVC SEWER

8" D.I. SEWER

SANITARY SEWER MANHOLE

DESCRIPTION QUANTITY

55

2,516 LF

27 EA

1,792 LF