CIRCULATION PLAN6987-CR

SIGNAGE PLAN AND DETAILS6987-SS

PIPING AND UTILITIES NOTES6987-CU1

PIPING AND UTILITIES PLAN6987-CU

CUT\ FILL PLAN6987-CF

POST DEVELOPMENT WATERSHED6987-CG2

PRE DEVELOPMENT WATERSHED6987-CG1

GRADING PLAN6987-CG

PLOT PLAN NOTES6897-CS1

PLOT PLAN6987-CS

COVER SHEET6987-CV

DATE: 12/12/19LANDSCAPE DETAILSL2.0

DATE: 12/12/19LANDSCAPE PLANL1.0

LANDSCAPE PLANS PREPARED BY SEAMON WHITESIDE

DATE: 10/25/18ALTA/NSPS LAND TITLE SURVEY2861-ALTA

SURVEY PREPARED BY Powers Land Surveying

LJB Inc.

$D

AT

E$

$TI

ME

$$

FI

LE

S$

OWNER AND PROJECT MANAGEMENT:

937-864-3000

ENON, OH 45323

500 SPEEDWAY DRIVE

ENGINEERING:

919-594-6710

GARNER, NC 27529

1401 AVERSBORO ROAD

SITE SPECIFIC

THIRD PARTY ENGINEERING SUPPORT

CIVIL SUPPORT

RALEIGH, NC

WAKE COUNTY

2600 S. SAUNDERS STREET

C4600-RIGHT HAND QUIK-BRIK C2.0

REBUILD STORE #6987

P. BATTAGLIA

P. BATTAGLIA

J. HENSLEY

####

10-02-18

10-02-18

10-04-18

6987-CVDRWG. NO.

RVWR.

P.MGR.

DGNR.

DESIGN TEAM DATE

SCALE

PROJECT ID

VERSION OR

BLDG NO.

STORE OR

DE

SIG

NE

R

DA

TE

PR

OJ.

MG

R.

DA

TE

RE

VIE

WE

R

DA

TE

RE

VISIO

NS

NO.

VICINITY MAP

LOCATION

#6987

SPEEDWAY

WA

KE C

OU

NT

Y

RA

LEIG

H,

NO

RT

H C

AR

OLIN

A

2600 S

OU

TH S

UA

ND

ER

S S

TR

EE

T

CO

VE

R S

HE

ET

6987

LJBIN

C.C

OM

(919) 594-6

700

GA

RN

ER,

NC 27529

SUIT

E 2

15

1400 A

VE

RS

BO

RO R

OA

D

LJB I

NC.

Pre

pare

d

For:

Enon,

OH 4

5323

Engin

eering a

nd C

onstruction D

ept.

Speed

way

R

OR R

EP

RO

DU

CE

D W

ITH

OU

T E

XP

RE

SS

ED W

RIT

TE

N C

ON

SE

NT O

F S

PE

ED

WA

Y.

THIS D

RA

WIN

G IS T

HE P

RO

PE

RT

Y O

F S

PE

ED

WA

Y A

ND IS N

OT T

O B

E U

SE

D

R

TYPICAL ISLAND AND CONCRETE SLAB DETAILSSTD-CIS-A

YARD EQUIPMENT DETAILS - OTHERSTD-CYE-O

YARD EQUIPMENT DETAILS - AUTOSTD-CYE-A

TYPICAL SERVICE STATION DRAINAGE & UTILITY DETAILS & SPECIFICATIONSSTD-CUD-1

PAVEMENT & CURBING DETAILSSTD-CPC-1

FE S

UB

MIT

TA

L0

02-1

3-1

902-1

3-1

902-1

3-1

9

$D

AT

E$

$TI

ME$

$FI

LE

S$

NO.

RE

VISIO

NS

D

AT

E

RE

VIE

WE

RP

ROJ.

MG

R.

DA

TE

DA

TE

DE

SIG

NE

R

SCALE 0

DESIGN TEAM

P.MGR.

DGNR.

RVWR.

DATE

BLDG NO.

STORE OR

DRWG. NO.

PROJECT ID

VERSION OR

P. BATTAGLIA

J. HENSLEY

#####

P. BATTAGLIA

OR R

EP

RO

DU

CE

D W

ITH

OU

T E

XP

RE

SS

ED W

RIT

TE

N C

ON

SE

NT O

F S

PE

ED

WA

Y.

THIS D

RA

WIN

G IS T

HE P

RO

PE

RT

Y O

F S

PE

ED

WA

Y A

ND IS N

OT T

O B

E U

SE

D

6987

02-13-19

02-13-19

02-13-19

WA

KE C

OU

NT

Y

RA

LEIG

H,

NO

RT

H C

AR

OLIN

A

2600 S

OU

TH S

UA

ND

ER

S S

TR

EE

TPre

pare

d F

or:

Enon,

OH 4

5323

Engineering a

nd C

onstruction D

ept.

Speed

way

R

LJBIN

C.C

OM

(919) 5

94-6

700

GA

RN

ER,

NC 27529

SUIT

E 2

15

1400 A

VE

RS

BO

RO R

OA

D

LJB I

NC.

20'

1" = 20'-0"

FE

ASIBILIT

Y P

LA

N/ S

TO

RE R

EB

UIL

D

0F

E S

UB

MIT

TA

L02-1

3-1

902-1

3-1

902-1

3-1

9

30' CIT

Y O

F R

ALEIG

H U

TILIT

Y E

AS

EM

EN

T - D

B 3

088, P

G 3

50

30' CIT

Y O

F R

ALEIG

H U

TILIT

Y E

AS

EM

EN

T - D

B 2

649, P

G 3

54

AIR

AIR

RUL

20,000 G

AL

12,000 G

AL

DSL

RUL

20,000 G

AL

6,000 G

AL

PUL

FLE

X6,000 G

AL

ES

ES

PL

9 9

12

B1

B2 B2

B3

B3

B3

C1

C1

C2

TYP.

D1 D2 D3 D4 D5 D6 D7

E1

E2

E4

E4

E4

E5

E3

E3

E6

E6

E7

TYP.

E8

E8

E9

E9

E9

E9

E9

E10

E10

E10

E11

E12

E12

F1

F2

F2

F2

F3

F5

F5

F7

F7

F10

LP

LP

LP

LP

LP

LP

PARKING

VENT LINES

DISPENSERS

TANKS

SIGNS

DUMPSTER

CANOPY

BUILDING

10'

TBD

25'

TBD

0

N/A

25'

5'

10'

TBD

25'

TBD

0'

6'

6'

6'

3'

TBD

6'

TBD

0'

6'

6'

6'

REQUIRED PROVIDED

SETBACK REQUIREMENTS

FRONT SIDE REAR FRONT SIDE REAR

117.50'

TBD

67.50'

TBD

0

N/A

59.50'

142.50'

39.50'

TBD

51.43'

TBD

10'

6'

39'

107.50'

26.54'

TBD

143.54'

TBD

0'

68.54'

135.39'

33.18'

5' BUILDING SETBACK

10' PARKING SETBACK

25' SETBACK

*

*

SEE SHEET 6987-CS1

CODED NOTE DESCRIPTION

37.81'

S 35°36'24" E

N 04°19'51" E 98.16'

19.31'

S 87°00'28" E

N 01°34'32" W ~ 247.65'S 8

8°26'4

4"

W ~ 223.0

4'

S 00°51'28" E ~ 62.66'S 01°33'16" E ~ 224.99'

S 8

3°2

5'0

7"

E ~ 175.1

8'

LEGEND

12

XX

CANOPY, AND DISPENSER SETBACK

PROPOSED BOLLARD

PROPOSED ASPHALT PAVEMENT

PROPOSED CONCRETE SIDEWALK

PROPOSED CONCRETE PAVEMENT

NUMBER OF PARKING SPOTS

NOTE CALLOUT

EXISTING UTILITY EASEMENT

SETBACK

PROPOSED CONCRETE CURB AND GUTTER

PROPOSED CONCRETE CURB

PROPOSED RIGHT OF WAY

EXISTING RIGHT OF WAY LINE

PROPERTY LINE

F5

THESE FACILITIES CAUSED BY HIS WORK FORCE.

SHALL BE PAID TO THE CONTRACTOR FOR DAMAGE AND REPAIR TO

PRIOR TO STARTING CONSTRUCTION. NO ADDITIONAL COMPENSATION

THE VARIOUS UTILITY COMPANIES TO LOCATE THEIR FACILITIES

IT SHALL BE THE CONTRACTOR'S FULL RESPONSIBILITY TO CONTACT

ARE BASED ON FIELD SURVEYS AND LOCAL UTILITY COMPANY RECORDS.

THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THIS PLAN

NOTE:

D1 D2 D3 D4 D5 D6 D7

NOT FOR CONSTRUCTION

N

F11

US 70 & US 401 - 116' R/W (92' PAVEMENT WIDTH)

70' R/W (

44' P

AV

EM

EN

T W

IDT

H)

FF= 260.50

BUILDING C4600-R V2.0

96'-0" x 48'-0"

S. SAUNDERS ST.

CA

RO

LIN

A PIN

ES A

VE.

PL

OT P

LA

N

6987-CS

AIR

AIR

RUL

20,000 G

AL

12,000 G

AL

DSL

RUL

20,000 G

AL

6,000 G

AL

PUL

FLE

X6,000 G

AL

ES

ES

DSL

3+1

DSL

3+1

DSL

3+1

DSL

3+1

FLEX

3+1

DSL

3+1

US 70 & US 401 - 116' R/W (92' PAVEMENT WIDTH)

70' R/W (

44' P

AV

EM

EN

T W

IDT

H)

FF= 260.50

BUILDING C4600-R V2.0

96'-0" x 48'-0"

DSL

3+1

DSL

3+1

DSL

3+1

DSL

3+1

S. SAUNDERS ST.

CA

RO

LIN

A PIN

ES A

VE.

$D

AT

E$

$TI

ME$

$FI

LE

S$

NO.

RE

VISIO

NS

D

AT

E

RE

VIE

WE

RP

ROJ.

MG

R.

DA

TE

DA

TE

DE

SIG

NE

R

SCALE 0

DESIGN TEAM

P.MGR.

DGNR.

RVWR.

DATE

BLDG NO.

STORE OR

DRWG. NO.

PROJECT ID

VERSION OR

P. BATTAGLIA

J. HENSLEY

#####

P. BATTAGLIA

OR R

EP

RO

DU

CE

D W

ITH

OU

T E

XP

RE

SS

ED W

RIT

TE

N C

ON

SE

NT O

F S

PE

ED

WA

Y.

THIS D

RA

WIN

G IS T

HE P

RO

PE

RT

Y O

F S

PE

ED

WA

Y A

ND IS N

OT T

O B

E U

SE

D

6987

MM-DD-YY

MM-DD-YY

MM-DD-YY

WA

KE C

OU

NT

Y

RA

LEIG

H,

NO

RT

H C

AR

OLIN

A

2600 S

OU

TH S

AU

ND

ER

S S

TR

EE

TPre

pare

d F

or:

Enon,

OH 4

5323

Engineering a

nd C

onstruction D

ept.

Speed

way

R

LJBIN

C.C

OM

(919) 5

94-6

700

GA

RN

ER,

NC 27529

SUIT

E 2

15

1400 A

VE

RS

BO

RO R

OA

D

LJB I

NC.

20'

1" = 20'-0"

FE

ASIBILIT

Y P

LA

N/ S

TO

RE R

EB

UIL

D

N

CB#

MH#

CO

CB

CO COCOCOCOCOCOCOCOCO

6987-CU

PL

AN

PIPIN

G A

ND U

TILITIE

S

LEGEND

SHEET 2861-CU1

NOTES, REFER TO

FOR PIPING AND UTILITY

EXISTING OVERHEAD ELECTRIC LINE

EXISTING SANITARY SEWER

PROPOSED STORM SEWER

PROPOSED WATER LINE

PROPOSED SANITARY LINE

PROPOSED UNDERGROUND ELECTRIC

PROPOSED GAS LINE

EXISTING STORM SEWER

EXISTING EASEMENT

SETBACK LINE

RIGHT OF WAY LINE

PROPERTY LINE

SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE.

COMPLETED PRIOR TO INSTALLATION OF NE UTILITIES. ANY SIGNIFICANT DISCREPANCIES

ON THESE DRAWINGS WHERE UTILITY TIE INS ARE TO BE MADE.VERIFICATION SHALL BE

CONTRACTOR SHALL VERIFY INVERT ELEVATIONS AND OTHER CRITICAL DIMENSIONS LISTED

1

2

3

4

56

7

89

A1 A2 A3 A4

A6 A7 A8 A9

A12

A13

A11A11

A10

B2

B2

B3

B4

B5

B7

B8

B9

C1

(TYP.)

C2

C2

C3

C3

B3

C3

C3

C3

C3

C3

C3

C3

C5

C5

C5

C5

C5

C5C5

C6

C6

C6

C6

C10

C11

C12

B11 B11 B11

B11

B10

CB1 CB2

CB3

CB4

CB5

CB6

CB7

MH1 MH2

MH3

MH4

SS1

SS2SS3

OS

IS

156' ~ 36" @ 1.23%

107' ~ 3

6" @

1.0

0%

@ 1.08%

23' ~ 18"

77' ~ 3

6" @

1.0

0%

@ 2.16%

DRAIN

SLOTTED

37' ~ 12"

@ 1.00%

21' ~ 15"

43' ~ 15" @ 1.16%

23' ~ 15" @ 4.00%

IS1

IS2@ 0.50%

48' ~ 12"

@ 0.50%

35' ~ 12"

80' ~ 1

2"

@ 1.0

0%

NOT FOR CONSTRUCTION

THESE FACILITIES CAUSED BY HIS WORK FORCE.

SHALL BE PAID TO THE CONTRACTOR FOR DAMAGE AND REPAIR TO

PRIOR TO STARTING CONSTRUCTION. NO ADDITIONAL COMPENSATION

THE VARIOUS UTILITY COMPANIES TO LOCATE THEIR FACILITIES

IT SHALL BE THE CONTRACTOR'S FULL RESPONSIBILITY TO CONTACT

ARE BASED ON FIELD SURVEYS AND LOCAL UTILITY COMPANY RECORDS.

THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THIS PLAN

NOTE:

EXISTING GAS METER

EXISTING SANITARY CLEANOUT

EXISTING SANITARY MANHOLE

PROPOSED STORM MANHOLE

EXISTING STORM MANHOLE

PROPOSED CLEANOUT

PROPOSED CATCH BASIN

EXISTING CATCH BASIN

PROPOSED POWER POLE

PROPOSED HEADWALL

EXISTING TELEPHONE MANHOLE

EXISTING METAL POLE W/ MAST ARM

EXISTING UTILITY POLE

FIRE HYDRANT

WATER VALVE

WATER METER

PROPOSED GAS METER

EPEP

EPEP

EPEP

EPEP

EPEP

EPEP

EPEP

EPEP

EPEP

EP

EP

EP

EP

EP

EPEP

EPEP

EPEP

EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP

EP EP EP EP EP EP EP EP

EPEP

EPEP

EP

XX

XX

XX X X X X X

ESES

ESES

ESES

ESES

ESES

ESES ES ES ES ES ES ES ES

ESES

ESES ES ES ES ES ES ES ES ES ES ES ES ES ES

ED

ED

ED

ED

ED

ED

ED

ED

ED

EDED

EDED

WS WS WS

WS

WSWS

WSWS

WSWS

WSWS

WSWS

WS

WS

WS

WS

WS

DD

DD

DDD

DD

DD

DD

DD

DD

DD

DDDDDDDDDDDD

DD

DD

DD

D

DD

DD

DD

D

D D D

D

DD

D

D

D

DD

D

D D D

DDDDDDDDDDDDDDDD

GG

GG

GG

GG

GG

G

G G G G G G

G

G

GG

GG

GG

GG

G

S S S S S

SS

SS

SS

SS

SS

S

S S S S S

SS

SS

HYDL - 5

ILEB - 37

ILEB - 79

HYDL - 62,360 sf SOD2,195 sf SOD

540 sf SOD

6 ILEB106 sf SOD

42 sf SOD

12,591 sf SOD

426 JUNC

5 QUES

13 PRUB

3 QUEB

12 CERC

2,025 sf SOD

6 ILEB

1 CERC

1,018 sf SOD

247 sf SOD

67 LIRS

171 LIRS

0 10 20 40SCALE: 1" = 20'

L1.0

S

EW

N

SIGN BY OTHERS

MULCH ALL SHRUB BEDS, TYP,

REQUIRED STREET TREES AT40' O.C. PER THE CITY STREETSCAPEORDINANCE.

5' DIAMETER MULCH RING, ALLTREES IN SOD (TYP). SEE TREEDETAIL FOR MULCH REQUIREMENTS

SIGN, BY OTHERS

DUMPSTER ENCLOSURESCREENING, SEE PLANTSCHEDULE FOR DETAILS

MULCH THIS ISLAND

JUNCUS IN BOTTOM OF RETENTIONBASIN, TYP. SOD SLOPES OF BASIN

UNDERSTORY TREES @ 20' O.C.DUE TO OVERHEAD POWER LINES

STREET TREES SUBJECT TONCDOT REVIEW AND APPROVAL