DEPARTURE DR

SPRING FOREST RD

SPRI

NG C

T

HARG

ROVE

RD

ATLA

NTIC

SPRIN

GS RD

MCHINES PL

PRIMAV

ERA C

T

HICKORY RD

Zoning:CAC:

Drainage Basin:Acreage:

Units/Lots sq. ft.:

IX-3-PKNorthMarsh Creek2.2623,589

0 600300 Feet

Planner:Phone:

Applicant:Phone:

Meade Bradshaw(919) 996-2664Jon Frazier919-610-1051

¯HARVEST BIBLE CHAPEL NORTH RALEIGHSR-39-2016 !

N 89°17'36" E

361.96'

S 00°41'52" E

216.72'

2

1

6

.

3

7

'

N

3

7

°

5

3

'

5

0

"

W

3

0

3

.

1

9

'

L-1

L

-

2

L-3

S

4

4

°

3

3

'

2

3

"

W

L

-

4

C

-

1

EX. EASEMENT

EX. OVERHEAD ELECTRIC LINE

EX. ADJACENT OWNERS

EX. PROPERTY LINE

EX. BARBED WIRE FENCE

EX. STORM SEWER

326

EX. MAJOR CONTOUR (10')

EX. MINOR CONTOUR (2')

LEGEND

EX. RIGHT-OF-WAY

EX. CHANNEL/STREAM BUFFER

330

EXISTING CONDITIONS

C-2

2

NOTES

1. BOUNDARY AND SITE SURVEY DATA PROVIDED BY CAWTHORNE, MOSS

& PANCIERA, P.C. ON JUNE 6, 2016.

2. TOPOGRAPHY SHOWN IS WAKE COUNTY GIS DATA AND IS SHOWN FOR

REFERENCE ONLY. NO GRADING IS PROPOSED AS PART OF THE

PROJECT.

3. NO PORTION OF THIS PROPERTY LIES WITHIN A FEMA DESIGNATED

100-YEAR FLOOD HAZARD AREA PER FEMA PANEL 3720172600J DATED

MAY 2, 2006.

4. ALLUVIAL SOILS HAVE BEEN MAPPED PER THE BORING LOCATIONS

AND ALLUVIAL SOIL BOUNDARY SHOWN AND PER THE REPORT BY

CENTRAL CAROLINA SOIL CONSULTING, PLLC DATED JUNE 1, 2016.

5. THE UTILITIES SHOWN ARE NOT GUARANTEED TO BE A

REPRESENTATION OF ALL UTILITIES WITHIN THE PROJECT EXTENT.

6. TREES SHOWN ARE THOSE WITH DIAMETER AT BREAST HEIGHT (DBH)

10' OR GREATER AND ARE NOT A REPRESENTATION OF ALL EXISTING

VEGETATION ONSITE.

CURVE TABLE

CURVE LENGTH RADIUS CHORD BEARING

C-1 121.42'

LINE TABLE

LINE LENGTH BEARING

L-1

L-2

L-3

L-4

N

0

20 2010

SCALE: 1 INCH = 20 FEET

EX. TWO-STORY

OFFICE BUILDING

D

E

P

A

R

T

U

R

E

D

R

I

V

E

(

6

0

'

P

U

B

L

I

C

R

/

W

)

S

P

R

I

N

G

F

O

R

E

S

T

R

O

A

D

(

9

0

'

P

U

B

L

I

C

R

/

W

)

69' B-B

41' B-B

EX. OVERHEAD

ELECTRIC (TYP.)

EX. 110' ELECTIC EASEMENT

EX. DUMPSTER

AND ENCLOSURE

EX. CONCRETE

DUMPSTER PAD

EX. 20' DRAINAGE EASEMENT

N

E

U

S

E

R

I

V

E

R

R

I

P

A

R

I

A

N

B

U

F

F

E

R

Z

O

N

E

2

N

E

U

S

E

R

I

V

E

R

R

I

P

A

R

I

A

N

B

U

F

F

E

R

Z

O

N

E

1

EX. STREAM TOP

OF BANK

NCGS MONUMENT

(WHITT)

NC NAD 83'

N(Y): 766495.62'

E(X): 2120990.52'

ELEV:328.59'

28.28' N 07°24'53" E

14.44' N 52°14'15" E

37.13' S 86°39'09" E

600.99' S 44°02'02" E

1387.39' 121.38' S 40°23'40" E

EX. STREAM TOP OF BANK

EX. ALLUVIAL SOILS LINE

BRADFORD

POPLAR

GUM

MAPLE

PINE

MULBERRY

ELM

RIVERBIRCH

CHERRY

SOIL BORING LOCATION

EX. LIMITS OF

ALLUVIAL SOILS

SOIL BORING

LOCATION (TYP.)

EX. ONE-STORY

OFFICE BUILDING

EX. 10' UTILITY EASEMENT

N/F

NEW FALLS PROPERTY, LLC

D.B. 15206, PAGE 1627

B.M. 1987, PAGE 431

PIN# 1726.05-07-9662

N/F

CHARLES L. SEGAL &

SANDRA M. SEGAL

D.B. 6834, PAGE 595

B.M. 1979, PAGE 197

B.M. 1978, PAGE 362

PIN# 1726.09-07-8126

N/F

2821 SPRING FOREST, LLC

D.B.15675, PAGE 1825

B.M. 1978, PAGE 362

B.M. 1996, PAGE 705

PIN# 1726.09-06-7965

18

32

33

EX. LIGHT POLE (TYP.)

EX. POWER POLE (TYP.)

EX. ASPHALT

PARKING LOT

EX. BILLBOARD

SIGN

EX. SIGN

EX. SANITARY SEWER

CLEANOUT (TYP.)

EX. SANITARY SEWER

MANHOLE (TYP.)

EX. FIRE HYDRANT

ASSEMBLY AND VALVE

EX. AC PADS (TYP.)

EX. CABLE TV

BOX (TYP.)

EX. TELEPHONE

BOX (TYP.)

EX. WATER METERS

AND VALVE

EX. ELECTRIC

BOXES

EX. ELECTRIC

BOXES

EX. RIPRAP

EX. TWO-STORY

OFFICE BUILDING

EX. TWO-STORY

OFFICE BUILDING

SITE PLAN

C-3

3

0

20 2010

SCALE: 1 INCH = 20 FEET

N

SUMMARY INFORMATION

DEVELOPMENT NAME: HARVEST BIBLE CHAPEL - CHANGE OF USE

STREET ADDRESS: 2817 SPRING FOREST ROAD

PIN NUMBER(S): 1726075143

TOTAL AREA: 2.26 AC

LESS RIGHT-OF-WAY DEDICATION: 0.07 AC

NET AREA: 2.19 AC

ZONING DISTRICT: IX-3-PL

EXISTING USE: OFFICE (23,589 SF)

PROPOSED USE: OFFICE (17,989 SF) AND CHURCH (5,600)

PARKING:

EXISTING PARKING: 90 SPACES (4 ADA)

EXISTING PARKING REQUIRED: 59 SPACES (23,589 SF AT 1 SPACE

PER 400 SF)

PROPOSED PARKING: 90 SPACES (4 ADA, 1 VAN ACCESSIBLE)

PROPOSED PARKING REQUIRED: 45 SPACES FOR OFFICE (17,989 SF

AT 1 SPACE PER 400 SF) AND 45 SPACES FOR CHURCH (180 SEATS IN

MAIN ASSEMBLY AT 1 SPACE PER 4 SEATS)

EXISTING IMPERVIOUS SURFACE AREA: 0.27 AC / 55,105 SF

PROPOSED IMPEVIOUS SURFACE AREA: 1.27 AC/55,217 SF (INCREASE

OF 112 SF)

EXISTING BICYCLE PARKING: 0

PROPOSED BICYCLE PARKING: 4 (17,989 SF OF OFFICE AT 1 SPACE

PER 10,000 SF OR MINIMUM 4 AND 0 FOR CHURCH)

OWNER:

HARVEST BIBLE CHAPEL NORTH RALEIGH

8604 CANOE COURT

RALEIGH, NC 27615

919.600.2300

ENGINEER:

FLM ENGINEERING, INC.

PO BOX 91727

RALEIGH, NC 27675

919.610.1051

NOTES

1. DUE TO EXISTING SITE IMPROVEMENTS AND EASEMENTS, NO AREAS

ONSITE QUALIFY AS TREE CONSERVATION AREAS (TCAs) PER CITY OF

RALEIGH UNIFIED DEVELOPMENT ORDINANCE (UDO) SECTION 9.1.4.

TREES SHOWN ARE THOSE WITH 10" DIAMETER AT BREAST HEIGHT

(DBH) OR GREATER, BUT NO CRITICAL ROOT ZONES (CRZs) CONTAIN

70% OF NON-EXCLUDED AREAS PER SECTION 9.1.4.C OF THE UDO.

2. TYPE C2 STREET PROTECTIVE YARD SHOWN ALONG SPRING FOREST

ROAD. THE AREA OF THE TYPE C2 STREET PROTECTIVE YARD NOT

WITHIN THE EXISITNG PARKING OR ELECTRIC EASEMENT APPEARS TO

MEET THE REQUIREMENTS OF STREET TREE PLANTING VIA EXISTING

VEGETATION.

3. NO GRADING IS PROPOSED.

4. PROPOSED IMPERVIOUS SURFACE IS OFFSET BY A SUBSTITUTION

WITH APPROVED PERVIOUS SURFACES TO 46 SF, AN AMOUNT LESS

THAN 174 SF. THUS, THIS SITE IS EXEMPT FROM ACTIVE STORMWATER

CONTROLS PER SECTION 9.2.2.A.5 OF THE UDO.

5. ALLUVIAL SOILS HAVE BEEN MAPPED PER THE BORING LOCATIONS

AND ALLUVIAL SOIL BOUNDARY SHOWN AND PER THE REPORT BY

CENTRAL CAROLINA SOIL CONSULTING, PLLC DATED JUNE 1, 2016.

6. ALL AMERICANS WITH DISABILITY ACT (ADA) AREAS ONSITE SHALL BE

BROUGHT TO CURRENT ADA CODE AS PART OF CONSTRUCTION.

EX. EASEMENT

EX. OVERHEAD ELECTRIC LINE

EX. ADJACENT OWNERS

EX. PROPERTY LINE

EX. STREAM TOP OF BANK

EX. BARBED WIRE FENCE

EX. ALLUVIAL SOILS LINE

EX. STORM SEWER

LEGEND

EX. RIGHT-OF-WAY

EX. CHANNEL/STREAM BUFFER

PROP. ONE-STORY

CHURCH BUILDING

(CHANGE OF USE

FROM EX. OFFICE

BUILDING)

D

E

P

A

R

T

U

R

E

D

R

I

V

E

(

6

0

'

P

U

B

L

I

C

R

/

W

)

S

P

R

I

N

G

F

O

R

E

S

T

R

O

A

D

(

9

0

'

P

U

B

L

I

C

R

/

W

)

69' B-B

41' B-B

PROP. 7' RIGHT-OF-WAY

DEDICATION FOR HALF OF A

104' RIGHT-OF-WAY

PROP. 5' UTILITY EASEMENT

PROP. TYPE C2 STREET

PROTECTIVE YARD

PROP. ACCESSIBLE ROUTE

TO RIGHT-OF-WAY (APPROX.

155 SF OF ADDITIONAL

IMPERVIOUS SURFACE)

PROP. 6'-WIDE SIDEWALK

EXTENSION (APPROX. 156

SF OF ADDITIONAL

IMPERVIOUS SURFACE)

PROP. STREET TREE

EX. OVERHEAD

ELECTRIC (TYP.)

EX. 110' ELECTIC EASEMENT

PROP. STRIPING FOR

ACCESSIBLE ROUTE TO

RIGHT-OF-WAY

6

8

5

16

5

17

6

6

6

15

PROP. STRIPING FOR

ACCESSIBLE ROUTE

EX. RAMP TO BE

REPLACE WITH TYPE

R-2 RETROFIT RAMP

EX. RAMP TO BE

REPLACE WITH TYPE

R-2 RETROFIT RAMP

EX. DUMPSTER

AND ENCLOSURE

EX. CONCRETE

DUMPSTER PAD

EX. 20' DRAINAGE EASEMENT

N

E

U

S

E

R

I

V

E

R

R

I

P

A

R

I

A

N

B

U

F

F

E

R

Z

O

N

E

2

N

E

U

S

E

R

I

V

E

R

R

I

P

A

R

I

A

N

B

U

F

F

E

R

Z

O

N

E

1

EX. STREAM TOP

OF BANK

PROP. RIGHT-OF-WAY DEDICATION

PROP. UTILITY EASEMENT

PROP. TYPE C2 STREET PROTECTIVE YARD

PROP. STREET TREE

PROP. 2' RIGHT-OF-WAY

DEDICATION FOR HALF OF A

64' RIGHT-OF-WAY

PROP. TYPE R-1

RETROFIT RAMP

PROP. TYPE N-1

(CURB TYPE) RAMP

EX. LIMITS OF

ALLUVIAL SOILS

SOIL BORING

LOCATION (TYP.)

EX. 10' UTILITY EASEMENT

SOIL BORING LOCATION

EX. TWO-STORY

OFFICE BUILDING

EX. TWO-STORY

OFFICE BUILDING

EX. TWO-STORY

OFFICE BUILDING

APPROX. 265 SF OF SIDEWALK

TO BE REMOVED AND

REPLACED WITH GRASS AS

IMPERVIOUS SURFACE OFFSET