SITE PLAN SUMMARY

PROJECT: SPC MECHANICAL HEADQUARTERS

OWNERS:BW & G GROUP, LLC

PROJECT ADDRESS:1500 WENDELL BOULEVARD, WENDELL, NC 27591

PIN #: 1774-66-5953

DEED: DB 8681 PG 1579

SITE ZONING:

CMX (CORRIDOR MIXED USE)

ADJACENT

ZONING(S):

R4CU, NC, RR, CMX

EXISTING USE: VACANT

PROPOSED USE: OFFICE BUILDINGS / BANK BUILDING

TOTAL EXISTING

TRACT AREA:

20.03 AC

PROPOSED PARCEL

#1 TRACT AREA:

10.37 AC

PROPOSED PARCEL

#2 TRACT AREA:

9.66 AC

DISTURBED AREA: 11.90 AC

EXISTING

IMPERVIOUS

SURFACE AREA:

0.00 AC

PROPOSED

IMPERVIOUS

SURFACE AREA:

5.11 AC (49.3%)

BUILDING SQUARE

FOOTAGE:

BUILDING A: 27,000 SF (2 STORIES)

BUILDING B: 6,000 SF (1 STORY)

BUILDING C: 6,000 SF (1 STORY)

BUILDING D: 6,000 SF (1 STORY)

BUILDING E: 6,000 SF (1 STORY)

BUILDING F: 6,000 SF (1 STORY)

BANK BUILDING: 10,000 SF (1 STORY)

GROSS DENSITY /

ACRE

N/A

LINEAR FT OF PUBLIC

STREET

0

TYPE OF BUILDING

CONSTRUCTION:

TBD

VEHICLE PARKING

SUMMARY: REQUIRED

4 SPACES PER 1,000 SQUARE FEET OF GROSS FLOOR AREA =

BUILDING A: 27,000 SF / 4 = 108 SPACES

BUILDING B: 6,000 SF / 4 = 24 SPACES

BUILDING C: 6,000 SF / 4 = 24 SPACES

BUILDING D: 6,000 SF / 4 = 24 SPACES

BUILDING E: 6,000 SF / 4 = 24 SPACES

BUILDING F: 6,000 SF / 4 = 24 SPACES

TOTAL: 228 SPACES REQUIRED

BANK BUILDING: 10,000 SF / 4 = 40 SPACES

TOTAL: 40 SPACES REQUIRED

ADA: 7 SPACES REQUIRED

VEHICLE PARKING

SUMMARY: PROVIDED

BUILDING A: 105 SPACES

BUILDING B: 22 SPACES

BUILDING C: 22 SPACES

BUILDING D: 22 SPACES

BUILDING E: 22 SPACES

BUILDING F: 22 SPACES

BANK BUILDING: 50 SPACES

TOTAL: 265 SPACES

ADA: 12 PROV'D W/ 11 VAN ACCESSIBLE

FLOOD ZONE:

LOCATED IN FLOOD HAZARDS AREA PER FEMA MAP #3720177400J

(EFFECTIVE 05/02/2006)

Sheet List Table

Sheet Number Sheet Title

CVR COVER SHEET

C1.0 EXISTING CONDITIONS AND DEMOLITION PLAN

C2.0 SITE PLAN

C3.0 GRADING AND DRAINAGE PLAN

C5.0 UTILITY PLAN

C6.0 LANDSCAPE PLAN

C7.0 NOTES AND DETAILS

C7.1 NOTES AND DETAILS

C7.2 NOTES AND DETAILS

C7.3 NOTES AND DETAILS

A1.0 BUILDING ELEVATIONS

CVR

CO

VER SH

EET

J.DOOLEY

P.BARBEAU

P.BARBEAU

NA

D 8

3

VICINITY MAP

NTS

CIVIL ENGINEER:

TIMMONS GROUP

5410 TRINITY ROAD, SUITE 102

RALEIGH, NC 27607

PATRICK BARBEAU, P.E.

PH: (919) 866-4512

PATRICK.BARBEAU@TIMMONS.COM

1500 WENDELL BLVD.

WENDELL, NORTH CAROLINA 27591

WAKE COUNTY

DEVELOPER:

SPC MECHANICAL HEADQUARTERS/FDA, LLC

PO BOX 3006

WILSON, NC 27895

CHRIS WILLIFORD

PH: (252) 205-4099

CHRIS.WILLIFORD@SPCMECHANICAL.COM

BW & G GROUP, LLC

PO BOX 980

WENDELL, NC 27591

OWNER: SURVEYOR:

SPC MECHANICAL HEADQUARTERS

MASTER PLAN:

NEWCOMB SURVEYORS, LLC

7008 HARPS MILLS ROAD, SUITE 105

RALEIGH, NC 27615

PH: (919) 847-1800

JUSTIN L. LUTHER

JUSTIN@NLS-NC.COM

PHILLIPS ARCHITECTURE

6601 SIX FORKS ROADS, SUITE 130

RALEIGH, NC 27615

MARC CHRISTOPHER, AIA

PH: (919) 878-1660

MARC@PHILLIPSARCH.COM

ARCHITECT:

JOB NO.

SHEET NO.

SCALE

DESIGNED BY

CHECKED BY

DATE

DRAWN BY

DATE

REVISIO

N D

ESCRIPTIO

N

YO

UR VISIO

N ACH

IEVED

TH

RO

UG

H O

URS.

These plans and associated docum

ents are the exclusive property of T

IM

MO

NS

G

RO

UP

and m

ay not be reproduced in w

hole or in part and shall not be used for any purpose w

hatsoever, inclusive, but not

lim

ited to construction, bidding, and/or construction staking w

ithout the express w

ritten consent of T

IM

MO

NS

G

RO

UP

.

5410 Trinity Road, Suite 102 | Raleigh, N

C 27607

TEL 919.866.4951 FAX 919.833.8124 w

ww

.tim

mons.com

TH

IS D

RAW

IN

G PREPARED

AT TH

E

RA

LEIG

H O

FFIC

E

NO

RTH

CARO

LIN

A LICEN

SE N

O. C-1652

AS SHOWN

S:\332\43807-S

PC

_M

echanical\D

WG

\S

heet\C

D\43807C

-C

OV

R.dw

g | P

lotted on 7/17/2019 3:00 P

M | by Jacob D

ooley

ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF WENDELL,

NCDEQ AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS

PRELIMINARY - NOT RELEASED FOR CONSTRUCTION

07/17/2019

SPC M

ECH

AN

ICAL H

EAD

QU

ARTERS

TO

WN

O

F W

EN

DELL - W

AKE CO

UN

TY - N

ORTH

CARO

LIN

A

43807

07/17/2019

SITE

I HEREBY CERTIFY THAT THIS PLAN WAS APPROVED BY THE (ADMINISTRATOR) OR (TRC) OF THE TOWN OF WENDELL

ON THE ____ DAY OF _____ 20__.

__________________

ADMINISTRATOR

8

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100' BAY TAPER

100' FULL STORAGE

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BANK BUILDING

1 STORY

10,000 SF

FFE: 302.20'

PHASE 4

BUILDING D

1 STORY

6,000 SF

FFE: 296.25'

PHASE 3

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CLR

CLR

CLR

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SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SA

N

SA

N

SA

N

SA

N

SAN

BLOW-OFF

ASSEMBLY

L

3

L

4

L

5

C2

C 3

L15

AREA

UNDER WATER

F

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A

(

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#

6

)

SIGN

WENDELL BOULEVARD / U.S. HIGHWAY 64 BUS.

(VARIABLE WIDTH PUBLIC R/W)

O

L

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B

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T

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E

B

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V

A

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)

EXISTING BILLBOARD

W/CATWALK

NOW OR FORMERLY

A.V. ANDERSON, JR.

& JOHN H. ANDERSON

DB 16023, PG 1124

BM 1988, PG 1709

PIN: 1774-65-3625

ZONING: R4CU

USE: AGRICULTURAL

NOW OR FORMERLY

HEPHZIBAH

BAPTIST CHURCH

DB 921, PG 22

BM 2015, PG 1918

PIN: 1774-77-8135

ZONING: NC

USE: CHURCH

NOW OR FORMERLY

ADAM MATTHEW FITCH

DB 16920, PG 2264

BM 1997, PG 2068

PIN: 1774-76-1247

ZONING: NC

USE: VACANT

NOW OR FORMERLY

NELSON KEITH AYSCUE

DB 7297, PG 898

PIN: 1774-76-0519

ZONING: RR

USE: RESIDENTIAL

C/L CREEK

INV.: +/-265.0'

100-YEAR FLOODPLAIN PER FEMA

(SEE NOTE #6)

EDGE OF

STANDING WATER

EDGE OF

STANDING WATER

L

1

6

9'

R15'

R15'

R15'

R10'

R50'

R52'

R34'

R45'

R15'

R15'

R10'

R3'

R10'

R30'

R8.5'

R30'

R15'

R10'

R30'

R30'

R10'

R10'

R21'

R15'

R30'

R30'

R30'

R3'

24'

24'

24'

24'

30'

30'

30'

30'

24'

24'

24'

24'

24'

24'

24'

30'

24'

18'

12'

49.5'

12'

9'

6'

8'

8'

18'

9'

8'

8'

8'

8'

8'

6'

6'

6'

20' STREET YARD BUFFER

25' FRONT SETBACK

10' SETBACK AFTER ROW DEDICATION

24'

8'

6'

12'

6' CONC. S/W

18'

24'

S03

S

3

2

°

2

4

'

2

2

"

W

3

1

4

.

4

9

'

S28°29'04"W

113.17'

S

2

8

°

2

5

'

2

0

"

W

1

3

2

.

7

5

'

S

3

1

°

4

2

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1

5

"

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3

2

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2

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3

0

°

4

0

'

4

7

"

W

1

3

1

.

6

4

'

S

3

5

°

4

2

'

4

9

"

W

5

5

.

1

3

'

N

4

7

°

4

2

'

4

1

"

W

7

1

8

.

8

3

'

N2°42'41"W

284.53'

5' SIDE SETBACK

6'

5' BIKE LANE

5' BIKE LANE

12' TRAVEL LANE

12' TRAVEL LANE

39.5' EX. C/L TO ROW

25.5' EX. C/L TO BOC

19.5' (1/2 OF C/L TO BOC)

33.5' (1/2 OF C/L TO ROW)

S01 S02

S05

S05

S22

S22

S22

S28

S28

S32

S32

S35

S36

S44

S44

S41

S51

S57

S57

S44

S56

S52

S52

S52

S52

S52

S52

S54

S52

S52

S53

S44

S60

PROPOSED WET POND #1

PROPOSED WET POND #2

S50

S50

S50

S50

S50

S50

S50

S49

S08

S08

S08

S08

S08

S08

S09

S08

P

2

P

1

P

3

P

1

P4

P

1

S25

S11

S56

S62

S52

S17

S17

S17

TJ

TD

UB

TA

P

A

R

C

E

L

#

1

(

1

0

.

3

7

A

C

)

P

A

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L

#

2

(

9

.

6

6

A

C

)

PROPOSED

SUBDIVISION LINE

S58

S56

S56

S59

S59

30' SSWR ESMT

30' SSWR ESMT

30' SSWR ESMT

SITE LAYOUT KEYNOTES

NUMBER DESCRIPTION

S01

RIGHT-OF-WAY (TYP.)

S02

PROPERTY BOUNDARY (TYP.)

S03

RIGHT-OF-WAY DEDICATION (8,255 SF)

S0524" CONCRETE CURB & GUTTER; REFER TO DETAIL

S08 FLUSH CURB

S09

SIDEWALK RAMP @ 8.33% MAXIMUM (TYPICAL - PER ADA AND

LOCAL CODES)

S11 24" CONCRETE FLUME

S17

CONCRETE ADA STALL (TYP.)

S22

DUMPSTER PAD & ENCLOSURE; REFER TO ARCHITECTURAL

PLANS

S254' TALL CHAIN LINK FENCE; REFER TO DETAIL

S27

STRIPING PER NCDOT STANDARDS (TYP.)

S28 EXISTING ROAD CENTERLINE

S32

RETAINING WALL (DESIGN BY OTHERS)

S35 ROAD WIDENING FOR RIGHT TURN LANE

S36 TURN LANE STRIPING PER NCDOT STD DETAIL 1205.05

S41

PARKING STALL STRIPING PER LOCAL CODES (TYP.)

S44

10' X 70' SIGHT DISTANCE TRIANGLE (TYP.)

S49

ACCESSIBLE PARKING SIGN (TYPICAL - PER ADA AND LOCAL

CODES); R7-8A (MUTCD)

S50

VAN ACCESSIBLE PARKING SIGN (TYPICAL - PER ADA AND

LOCAL REQUIREMENTS); R7-8A (MUTCD)

S51

ADA ACCESSIBLE PARKING SPACE STRIPING AND SYMBOL OF

ACCESSIBILITY (TYPICAL - PER ADA AND LOCAL CODES)

S52

"STOP" SIGN; R1-1 (MUTCD)

S53

"RIGHT TURN ONLY" SIGN; R3-5 (MUTCD)

S54

"DO NOT ENTER" SIGN; R5-1 (MUTCD)

S56

HIGH VISIBILITY PEDESTRIAN CROSSWALK STRIPING (PER

LOCAL CODES)

S57

STD. VISIBILITY PEDESTRIAN CROSSWALK STRIPING (PER

LOCAL CODES)

S58STEPS; 6" TALL

S59 30" CURB & GUTTER IN ROW

S60 5' TYPICAL RADIUS UNLESS NOTED OTHERWISE.

S61

DIRECTIONAL TRAFFIC FLOW ARROW (NOT STRIPING ARROW)

S62PHASE LINE; SEE LINE LABELS ON PLAN

P1 PHASE 1

P2 PHASE 2

P3 PHASE 3

P4 PHASE 4

TRAFFIC CONTROL KEYNOTES

SYMBOL DESCRIPTION MATERIAL

LINEAR LENGTH

ADJUSTMENT

TA

WHITE EDGELINE (4", 90 MIL); REFER TO

NCDOT STANDARD DETAIL 1205.01

THERMO 1

TD

3 FT. - 9 FT./SP WHITE MINISKIP (4", 120 MIL);

REFER TO NCDOT STANDARD DETAIL

1205.01

THERMO0.25

TJ

10 FT. WHITE SKIP (6", 120 MIL); REFER TO

NCDOT STANDARD DETAIL 1205.01

THERMO0.25

UB

RIGHT TURN ARROW (90 MIL); REFER TO

NCDOT STANDARD DETAIL 1205.08

THERMO

1

JOB NO.

SHEET NO.

SCALE

DESIGNED BY

CHECKED BY

DATE

DRAWN BY

DATE

REVISIO

N D

ESCRIPTIO

N

YO

UR VISIO

N ACH

IEVED

TH

RO

UG

H O

URS.

These plans and associated docum

ents are the exclusive property of T

IM

MO

NS

G

RO

UP

and m

ay not be reproduced in w

hole or in part and shall not be used for any purpose w

hatsoever, inclusive, but not

lim

ited to construction, bidding, and/or construction staking w

ithout the express w

ritten consent of T

IM

MO

NS

G

RO

UP

.

5410 Trinity Road, Suite 102 | Raleigh, N

C 27607

TEL 919.866.4951 FAX 919.833.8124 w

ww

.tim

mons.com

TH

IS D

RAW

IN

G PREPARED

AT TH

E

RA

LEIG

H O

FFIC

E

NO

RTH

CARO

LIN

A LICEN

SE N

O. C-1652

AS SHOWN

S:\332\43807-S

PC

_M

echanical\D

WG

\S

heet\C

D\43807C

-S

IT

E.dw

g | P

lotted on 7/17/2019 3:01 P

M | by Jacob D

ooley

ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF WENDELL,

NCDEQ AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS

PRELIMINARY - NOT RELEASED FOR CONSTRUCTION

07/17/2019

SPC M

ECH

AN

ICAL H

EAD

QU

ARTERS

TO

WN

O

F W

EN

DELL - W

AKE CO

UN

TY - N

ORTH

CARO

LIN

A

43807

07/17/2019

C2.0

SITE PLAN

J. DOOLEY

P. BARBEAU

P. BARBEAU

NA

D 8

3

SCALE 1"=50'

100'50'0

SITE LAYOUT NOTES

1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF WENDELL AND

NCDOT STANDARDS AND SPECIFICATIONS.

2. ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF PAVING, BUILDING WALL FACE

OR PROPERTY LINE UNLESS OTHERWISE NOTED.

3. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, UTILITIES AND GRADES PRIOR

TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY EXISTING

DISCREPANCIES PRIOR TO COMMENCING ANY RELATED CONSTRUCTION.

4. AT LEAST 72 HOURS PRIOR TO CONSTRUCTION OR EXCAVATION THE CONTRACTOR

SHALL NOTIFY "NORTH CAROLINA ONE CALL" (811) OR (1-800-632-4949) TO HAVE

EXISTING UTILITIES LOCATED.

5. PARKING SPACES ARE 9.0' WIDE X 18' LONG MINIMUM EXCEPT HANDICAP SPACES

WHICH ARE 8.0' WIDE MINIMUM WITH 8.0' VAN ACCESS AND 5.0' STANDARD ACCESS

AISLES.

6. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS OF THE BUILDING.

7. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DIMENSIONAL CONFLICTS

PRIOR TO THE BEGINNING OF CONSTRUCTION.

8. ALL CURB AND GUTTER ONSITE SHALL BE 24" WIDE. ALL CURB AND GUTTER IN THE

PUBLIC RIGHT OF WAY SHALL BE 30" WIDE.

9. ALL DISTURBED CURB & GUTTER AND ASPHALT SHALL BE REPLACED PER TOWN OF

WENDELL OR NCDOT STANDARDS AND SPECIFICATIONS.

10. ALL DRIVEWAY DESIGN AND CONSTRUCTION MUST COMPLY WITH NCDOT AND TOWN

OF WENDELL. DRIVEWAYS SHALL BE PERMITTED SEPARATELY.

11. NO SIGHT OBSTRUCTING OR PARTIALLY OBSTRUCTING WALL, FENCE, FOLIAGE,

BERMING, PARKED VEHICLES OR SIGN BETWEEN THE HEIGHTS OF TWENTY-FOUR (24)

INCHES AND EIGHT (8) FEET ABOVE THE CURB LINE ELEVATION, OR THE NEAREST

TRAVELED WAY IF NO CURBING EXISTS, SHALL BE PLACED WITHIN A SIGHT TRIANGLE

OF A PUBLIC STREET, PRIVATE STREET OR DRIVEWAY CONTAINED EITHER ON THE

PROPERTY OR ON AN ADJOINING PROPERTY.

WENDELL BLVD. PROPOSED ROADWAY SECTION

OLD BATTLE BRIDGE RD. PROPOSED ROADWAY SECTION

CLR LIMITS OF CONSTRUCTION

LEGEND

PHASE LINES

BUILDING A ELEVATIONS

EXTERIOR MATERIAL NOTE FOR FUTURE PHASE BUILDINGS (BUILDINGS B-E) :

ALL FUTURE BUILDING EXTERIOR MATERIALS SHALL CONFORM WITH THE

TOWN OF WENDELL UDO REQUIREMENTS