VIRGINIA ST

THELMA ST

BEAC

ON LA

KE D

R

CORPORATION PKWY

POLLY ST

COMMERCE PARK DR

FRAZIER DR

PLAINVIEW DR

HILLCREST DR

BEAC

ON LA

KE D

R

Zoning:CAC:

Drainage Basin:Acreage:

Sq. Ft.:

R-6SoutheastCrabtree Basin1.546,000

0 600300 Feet

Planner:Phone:

Applicant:Phone:

Martha Lobo(919) 996-2664Timmons Group -Rick Baker(919) 866-4939

¯IGLESIA CRISTIANA CASA DE RESTAURACIONSR-64-2017 !

AS NOTED

C0.0

CO

VER SH

EET

S.MOORE

S.MOORE

R.BAKER

7/20/2017

IG

LESIA CRISTIAN

A CASA D

E RESTAU

RACIO

N

RALEIG

H - W

AKE CO

UN

TY - N

ORTH

CARO

LIN

A

37709

IGLESIA CRISTIANA CASA DE RESTAURACION

CIVIL ENGINEER:

TIMMONS GROUP

5410 TRINITY ROAD, STE. 102

RALEIGH, NC 27607

RICK BAKER, PE

(919) 866-4939

rick.baker@timmons.com

VICINITY MAP

RALEIGH, WAKE COUNTY, NORTH CAROLINA

PINs: 1724-64-6087; 1724-64-7181; 1724-64-8066; 1724-64-9086

SITE DATA TABLE

PROJECT NAME: IGLESIA CRISTIANA CASA DE RESTAURACION

TOWNSHIP: ST. MATTHEW'S

PROPERTY ZONING: R-6

EXISTING USE: VACANT

PROPOSED USE:

CIVIC BUILDING & OPEN LOT FOR REMOTE PARKING

FOR CHURCH

RIVER BASIN: NEUSE

SURFACE WATER CLASSIFICATION:C; NSW

WATERSHED: N/A

0

SCALE 1"=300'

600'300'

PROJECT SITE

OWNER:

1529 N. KING CHARLES ROAD

RALEIGH, NC 27610

JORGE CANARIO

(919) 369-2745

seasprayln@aol.com

ARCHITECT:

BAXTER ARMISTEAD ARCHITECTURE, PC

3206 HERITAGE TRADE DRIVE, STE. 11

WAKE FOREST, NC 27587

STEPHEN BAXTER

(919) 554-1505

stephen@baxterarmistead.com

JOB NO.

SHEET NO.

SCALE

DESIGNED BY

CHECKED BY

DATE

DRAWN BY

DATE

REVISIO

N D

ESCRIPTIO

N

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N ACH

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TH

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URS.

5410 Trinity Road, Suite 102 | Raleigh, N

C 27607

TEL 919.866.4951 FAX 919.833.8124 w

ww

.tim

mons.com

TH

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AT TH

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RTH

CARO

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A LICEN

SE N

O. C-1652

AD

DRESSED

CITY CO

MM

EN

TS

04/03/2018

ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH

CITY OF RALEIGH, NCDEQ AND NCDOT STANDARDS,

SPECIFICATIONS AND DETAILS

PRELIMINARY - NOT RELEASED FOR CONSTRUCTION

CASE FILE: SR-64-17 TRANSACTION #: 522707

P

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DELLCAIN CT.B

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4

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COMMERCE PARK DR.

B

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IE

W

D

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.

PROPERTY OWNER INFORMATION

NAME: MAILING ADDRESS: PIN:

PROPERTY

ADDRESS:

EXISTING

PROPERTY

ACREAGE:

DEED /

PAGE:

CANARIO, JORGE

CANARIO,

CATHERINE E

1529 N. KING CHARLES ROAD

RALEIGH, NC 27610

1724-64-6087

4008 VIRGINIA

STREET

0.52

013338

/ 00405

1724-64-7181

4012 VIRGINIA

STREET

0.39

1724-64-8066

915 BEACON LAKE

DRIVE

0.34

1724-64-9086

911 BEACON LAKE

DRIVE

0.28

TOTAL PROJECT AREA: 1.53

ADMINISTRATIVE SITE REVIEW

CASE FILE: SR-64-17 TRANSACTION No. 522707

Sheet List Table

Sheet Number Sheet Title

C0.0

COVER SHEET

C1.0

EXISTING CONDITIONS PLAN

C1.1

BOUNDARY SURVEY

C2.0

SITE PLAN

C3.0

GRADING & STORM DRAINAGE PLAN

C4.0

UTILITY PLAN

C5.0

LANDSCAPE PLAN

C6.0

DETAILS

C6.1

DETAILS

C6.2

DETAILS

C6.3

DETAILS

A-1.01

FLOOR PLAN

A-3.01

EXTERIOR ELEVATIONS

E1.0

SITE LIGHTING PLAN & DETAILS

2

4

0

2

3

0

230

220

210

2

1

0

200

2

1

0

2

2

0

VIRGINIA STREET

X

X

X

X

X

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

X

X

X

X

X

X

X

X

X

X

X

O

H

P

O

H

P

O

HP

OH

P

OH

P

W

W

W

W

W

W

W

W

W

W

K.N

.H.H

. LLC

BROADWELL, BRUCE

GU, MAY X WU, HONGSHENG

RADFORD, TANGA WWEAVER, CATHERYNE C

LOT 130BROADWELL, R BRUCE

LOT 131

LOT 182 LOT 183

LOT 184

FOURTH TRACT

20' CITY OF RALEIGH SEWER EASEMENT

BM 1987, PG 1841

2

3

0

2

3

0

2

2

5

225

225

2

2

0

220

2

2

0

2

1

5

2

1

5

2

1

0

2

2

0

2

2

5

2

3

5

2

3

5

2

3

3

234

233

2

3

4

2

3

4

2

3

2

2

3

3

2

3

6

2

3

1

BEAC

ON LA

KE D

RIVE

AS NOTED

C1.0

EXISTIN

G CO

ND

ITIO

NS PLAN

S.MOORE

S.MOORE

R.BAKER

     

7/20/2017

IG

LESIA CRISTIAN

A CASA D

E RESTAU

RACIO

N

RALEIG

H - W

AKE CO

UN

TY - N

ORTH

CARO

LIN

A

37709

NA

D 8

3

0

SCALE 1"=20'

40'20'

NOTES:

1. EXISTING CONDITIONS SHOWN ARE BASED ON FIELD SURVEY PERFORMED

BY ANGLE RIGHT LAND SURVEYING, PLLC, AND WAKE COUNTY GIS DATA.

2. PROPERTY IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD ZONE PER

FEMA FIRM #3720172400J, EFFECTIVE DATE MAY 2, 2006.

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.

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

AD

DRESSED

CITY CO

MM

EN

TS

04/03/2018

ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH

CITY OF RALEIGH, NCDEQ AND NCDOT STANDARDS,

SPECIFICATIONS AND DETAILS

PRELIMINARY - NOT RELEASED FOR CONSTRUCTION

CASE FILE: SR-64-17 TRANSACTION #: 522707

P

R

E

L

I

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N

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Y

N

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T

F

O

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C

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N

S

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U

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T

I

O

N

EXISTING FENCE

TO BE REMOVED

EXISTING TREE LINE

AREA TO BE CLEARED

AND GRUBBED

EXISTING POWER POLE

AND OVERHEAD LINE

TO BE REMOVED

PARCEL LINE TO BE

RECOMBINED

PARCEL LINE TO BE

RECOMBINED

PARCEL LINE TO BE

RECOMBINED

PROPERTY

LINE

EXISTING STORM PIPE

TO BE REPLACED

EXISTING TREE LINE

AREA TO BE CLEARED

AND GRUBBED

EX. 40' ROW

EX. 24'± GRAVEL ROAD

EX. 40' ROW

EX. 17'± GRAVEL

ROAD

VIRGINIA STREET

K.N

.H.H

. LLC

BROADWELL, BRUCE

GU, MAY X WU, HONGSHENG

RADFORD, TANGA WWEAVER, CATHERYNE C

LOT 130BROADWELL, R BRUCE

LOT 131

20' CITY OF RALEIGH SEWER EASEMENT

BM 1987, PG 1841

BEAC

ON LA

KE D

RIVE

PA

RC

EL #1

RE

M

O

TE

P

AR

KIN

G

FO

R C

HU

RC

H

N

1

3

°

1

8

'5

9

"E

5

5

.9

0

'

R=

400.00'

L=

65.70'

N

1

3

°

1

8

'5

9

"E

1

1

8

.3

9

' PR

O

PO

SE

D

C

H

U

R

C

H1-S

TO

R

Y / 5,600 S

.F

.

C

O

VE

R

ED

P

O

R

C

H

: 192 S

.F

.F.F

.E

.=

225.5'

5' UTILITY

PLACEMENT

EASEMENT

10' TYPE C3

PROTECTIVE YARD

10' TYPE C3

PROTECTIVE YARD

PARCEL #2

X

X

X

X

X

X

X

AS NOTED

C2.0

SITE PLAN

S.MOORE

S.MOORE

R.BAKER

     

7/20/2017

IG

LESIA CRISTIAN

A CASA D

E RESTAU

RACIO

N

RALEIG

H - W

AKE CO

UN

TY - N

ORTH

CARO

LIN

A

37709

NA

D 8

3

0

SCALE 1"=20'

40'20'

SITE DATA TABLE

PROJECT NAME: IGLESIA CRISTIANA CASA DE RESTAURACION

APPLICANT/ PROPERTY OWNER:

CANARIO, JORGE

CANARIO, CATHERINE E

1529 N. KING CHARLES ROAD

RALEIGH, NC 27610

PIN:

1724-64-6087; 1724-64-7181;

1724-64-8066; 1724-64-9086

DEED REFERENCE: DB. 013338 PG.00405

PROPERTY ADDRESSES:

4008 VIRGINIA STREET, RALEIGH, NC 27610

4012 VIRGINIA STREET, RALEIGH, NC 27610

915 BEACON LAKE DRIVE, RALEIGH, NC 27610

911 BEACON LAKE DRIVE, RALEIGH, NC 27610

TOWNSHIP: ST. MATTHEW'S

PROPERTY ZONING: R-6

CURRENT USE: VACANT

PROPOSED USE:

CIVIC BUILDING & OPEN LOT FOR REMOTE

PARKING FOR CHURCH

TOTAL PROJECT AREA: 1.53 AC

PARCEL #1 (REMOTE PARKING):

0.42 AC

PARCEL #2 (CHURCH):

0.80 AC

ROW DEDICATION: 0.31 AC

RIVER BASIN: NEUSE

SURFACE WATER CLASSIFICATION:C; NSW

WATERSHED: N/A

BUILDING/STRUCTURE SETBACKS:

CIVIC BUILDING (U.D.O. SEC 2.2.5)

FRONT (FROM PRIMARY STREET):

BLDG.:10' PARKING: 10'

SIDE: BLDG.:10' PARKING: 6'

REAR: BLDG.:20' PARKING: 6'

OPEN LOT / REMOTE PARKING (U.D.O. SEC 2.2.6)

FRONT (FROM PRIMARY STREET):

BLDG.: 10' PARKING: 10'

SIDE: BLDG.: 10' PARKING: 7'

REAR: BLDG.: 20' PARKING: 7'

PROPOSED BUILDING INFORMATION:

CHURCH:5,600 S.F.

PORCH: 192 S.F.

TOTAL GROSS S.F.:5,792 S.F.

PROPOSED HEIGHT:

26' - 4" (1-STORY)

PROPOSED NUMBER OF SEATS:

164 (SANCTUARY & PLATFORM - SEE

ARCHITECTUTAL PLANS)

PARKING SUMMARY:

REQUIRED VEHICULAR SPACES:

41 (1 SPACE PER 4 SEATS IN PRINCIPAL

ASSEMBLY ROOM):

164 / 4 = 41 SPACES

PROVIDED VEHICULAR SPACES:

41 SPACES (INCL. 2 H/C SPACES)

REQUIRED BICYCLE SPACES: NONE

PROVIDED BICYCLE SPACES: NONE

IMPERVIOUS SURFACE SUMMARY:

EXISTING IMPERVIOUS COVER:

0 S.F. (0.0 AC - 0%)

PROPOSED IMPERVIOUS:

34,229 S.F. (0.79 AC - 51.6%)

DESCRIPTION

24" CONCRETE CURB & GUTTER (TYP.)

30" CONCRETE STD. CURB & GUTTER (TYP. WITHIN R/W)

6' W. CONCRETE SIDEWALK (HATCHED-TYP.)

SIDEWALK ACCESSIBLE RAMP (TYP.)

PARKING SPACE STRIPING

SEGMENTAL RETAINING WALL

SITE LIGHT POLE (TYP.)

#

PLAN KEY NOTES

1

2

3

4

6

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

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H O

URS.

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

AD

DRESSED

CITY CO

MM

EN

TS

04/03/2018

ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH

CITY OF RALEIGH, NCDEQ AND NCDOT STANDARDS,

SPECIFICATIONS AND DETAILS

PRELIMINARY - NOT RELEASED FOR CONSTRUCTION

CASE FILE: SR-64-17 TRANSACTION #: 522707

P

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PROPOSED 64'

RIGHT-OF-WAY

(AVENUE, 2-LANE UNDIVIDED)

10

7

3

3

8

41

22' TYP.

18'

TYP.

22'

TYP.

3

1

8'

8'

8'

4

2

5

6

6

PROPOSED SCM MAINTENANCE &

ACCESS EASEMENT (VARIABLE WIDTH)

PROPOSED UNDERGROUND SAND FILTER SCM

(HATCHED AREAS - SEE GRADING PLAN)

SITE LAYOUT NOTES:

1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF RALEIGH 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. 90° PARKING SPACES ARE 8.5' WIDE X 18' LONG MINIMUM EXCEPT ACCESSIBLE SPACES WHICH

ARE 8.0' WIDE MINIMUM WITH 8.0' VAN ACCESS AISLE. PARALLEL PARKING SPACES ARE 10'

WIDE X 23' LONG.

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 STANDARD CURB AND GUTTER.

9. TRANSITION FROM 30" TO 24" CURB AND GUTTER IS TO OCCUR ON-SITE. THIS TRANSITION

SHALL BE 10' LONG IMMEDIATELY ADJACENT TO PUBLIC RIGHT OF WAY.

10. ALL DISTURBED CURB & GUTTER AND ASPHALT SHALL BE REPLACED PER CITY OF RALEIGH OR

NCDOT STANDARDS AND SPECIFICATIONS.

11. ALL DRIVEWAY DESIGN AND CONSTRUCTION MUST COMPLY WITH THE RALEIGH STREET DESIGN

MANUAL. DRIVEWAYS SHALL BE PERMITTED SEPARATELY.

12. 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.

ADA ACCESS ROUTE

CONCRETE SIDEWALK

1:50 MAX. CROSS-SLOPE

1:20 MAX. LONGITUDINAL SLOPE

6' TYP.

TEMPORARY BARRICADE

FOR DEAD END ROADS

6' TYP.

6

6

PROPOSED COVERED PORCH (HATCHED)

8.5'

8.5'

18'

22'

24'

24'

R10'

R3'

R20'

R3'

R28'

R8'

R3'

R32'

5

3

22'

7

7

R3'

R10'

R3'

R3'

R3'

R3'

R3'

2

22'

10'

1

5

10

R10'

13'

27.5'

R20'

TRANSITION FROM 24" TO

30" CURB AND GUTTER -

SEE NOTES #8 & #9 (TYP.)

6.5' HIGH SOLID WOOD

FENCE OR WALL

MECHANICAL EQUIPMENT

ENCLOSURE - SEE ARCH. PLANS

FOR SCREENING DETAILS

D

D

D

D

R

D

R

D

R

D

R

D

R

D

R

D

R

D

R

D

VIRGINIA STREET

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

O

H

P

O

H

P

O

HP

OH

P

OH

P

W

W

W

W

W

W

W

W

W

W

K.N

.H.H

. LLC

BROADWELL, BRUCE

GU, MAY X WU, HONGSHENG

RADFORD, TANGA WWEAVER, CATHERYNE C

LOT 130BROADWELL, R BRUCE

LOT 131

20' CITY OF RALEIGH SEWER EASEMENT

BM 1987, PG 1841

BEAC

ON LA

KE D

RIVE

PA

RC

EL #1

RE

M

O

TE

P

AR

KIN

G

FO

R C

HU

RC

H

PR

O

PO

SE

D

C

H

U

R

C

H1-S

TO

R

Y / 5,600 S

.F

.

C

O

VE

R

ED

P

O

R

C

H

: 192 S

.F

.F.F

.E

.=

225.5'

PARCEL #2

X

X

X

X

X

X

X

W

W

M

S

A

N

S

A

N

AS NOTED

C4.0

UTILITY PLAN

S.MOORE

S.MOORE

R.BAKER

     

7/20/2017

IG

LESIA CRISTIAN

A CASA D

E RESTAU

RACIO

N

RALEIG

H - W

AKE CO

UN

TY - N

ORTH

CARO

LIN

A

37709

STANDARD UTILITY NOTES:

1. ALL MATERIALS & CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH

DESIGN STANDARDS, DETAILS & SPECIFICATIONS (REFERENCE: CORPUD HANDBOOK, CURRENT

EDITION).

2. CONTRACTOR SHALL LOCATE AND PROTECT ALL EXISTING PUBLIC AND PRIVATE UTILITIES AND

NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR CONFLICTS PRIOR TO BEGINNING

CONSTRUCTION.

3. UTILITY SEPARATION REQUIREMENTS:

3.1. A DISTANCE OF 100' SHALL BE MAINTAINED BETWEEN SANITARY SEWER & ANY PRIVATE OR

PUBLIC WATER SUPPLY SOURCE SUCH AS AN IMPOUNDED RESERVOIR USED AS A SOURCE

OF DRINKING WATER. IF ADEQUATE LATERAL SEPARATION CANNOT BE ACHIEVED,

FERROUS SANITARY SEWER PIPE SHALL BE SPECIFIED & INSTALLED TO WATERLINE

SPECIFICATIONS. HOWEVER, THE MINIMUM SEPARATION SHALL NOT BE LESS THAN 25'

FROM A PRIVATE WELL OR 50' FROM A PUBLIC WELL.

3.2. WHEN INSTALLING WATER AND/OR SEWER MAINS, THE HORIZONTAL SEPARATION

BETWEEN UTILITIES SHALL BE 10'. IF THIS SEPARATION CANNOT BE MAINTAINED DUE TO

EXISTING CONDITIONS, THE VARIATION ALLOWED IS THE WATER MAIN IN A SEPARATE

TRENCH WITH THE ELEVATION OF THE WATER MAIN AT LEAST 18” ABOVE THE TOP OF THE

SEWER & MUST BE APPROVED BY THE PUBLIC UTILITIES DIRECTOR. ALL DISTANCES ARE

MEASURED FROM OUTSIDE DIAMETER TO OUTSIDE DIAMETER.

3.3. WHERE IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR ANYTIME A SANITARY

SEWER PASSES OVER A WATER MAIN, DIP MATERIALS OR STEEL ENCASEMENT EXTENDED

10' ON EACH SIDE OF CROSSING MUST BE SPECIFIED & INSTALLED TO WATERLINE

SPECIFICATIONS.

3.4. 5.0' MINIMUM HORIZONTAL SEPARATION IS REQUIRED BETWEEN ALL SANITARY SEWER &

STORM SEWER FACILITIES, UNLESS DIP MATERIAL IS SPECIFIED FOR SANITARY SEWER.

3.5. MAINTAIN 18” MIN. VERTICAL SEPARATION AT ALL WATER MAIN & RCP STORM DRAIN

CROSSINGS; MAINTAIN 24” MIN. VERTICAL SEPARATION AT ALL SANITARY SEWER & RCP

STORM DRAIN CROSSINGS. WHERE ADEQUATE SEPARATIONS CANNOT BE ACHIEVED,

SPECIFY DIP MATERIALS & A CONCRETE CRADLE HAVING 6” MIN. CLEARANCE (PER CORPUD

DETAILS W-41 & S-49).

3.6. ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER & SEWER FACILITIES

WITH 18” MIN. VERTICAL SEPARATION REQUIRED.

4. ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW & APPROVAL OF AN AMENDED PLAN

&/OR PROFILE BY THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PRIOR TO

CONSTRUCTION.

5. CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER & SEWER SERVICE TO EXISTING

RESIDENCES & BUSINESSES THROUGHOUT CONSTRUCTION OF PROJECT. ANY NECESSARY

SERVICE INTERRUPTIONS SHALL BE PRECEDED BY A 24-HOUR ADVANCE NOTICE TO THE CITY OF

RALEIGH PUBLIC UTILITIES DEPARTMENT.

6. 3.0' MINIMUM COVER IS REQUIRED ON ALL WATER MAINS & SEWER FORCE MAINS.

7. IT IS THE DEVELOPER'S RESPONSIBILITY TO ABANDON OR REMOVE EXISTING WATER & SEWER

SERVICES NOT BEING USED IN REDEVELOPMENT OF A SITE UNLESS OTHERWISE DIRECTED BY

THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT. THIS INCLUDES ABANDONING TAP AT

MAIN & REMOVAL OF SERVICE FROM ROW OR EASEMENT PER CORPUD HANDBOOK PROCEDURE.

8. INSTALL 1” TYPE “K” COPPER WATER SERVICES WITH METERS LOCATED AT ROW OR WITHIN

A 2'X2' WATERLINE EASEMENT IMMEDIATELY ADJACENT.

9. INSTALL 4” SCHEDULE 40 PVC SEWER SERVICES @ 1.0% MINIMUM GRADE WITH CLEANOUTS

LOCATED AT ROW OR EASEMENT LINE & SPACED EVERY 75 LINEAR FEET MAXIMUM.

10. PRESSURE REDUCING VALVES ARE REQUIRED ON ALL WATER SERVICES EXCEEDING 80 PSI;

BACKWATER VALVES ARE REQUIRED ON ALL SANITARY SEWER SERVICES HAVING BUILDING

DRAINS LOWER THAN 1.0' ABOVE THE NEXT UPSTREAM MANHOLE.

11. ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAINED FROM NCDWQ,

USACE AND/OR FEMA FOR ANY RIPARIAN BUFFER, WETLAND &/OR FLOODPLAIN IMPACTS

(RESPECTIVELY) PRIOR TO CONSTRUCTION.

12. NCDOT / RAILROAD ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANY UTILITY WORK

(INCLUDING MAIN EXTENSIONS & SERVICE TAPS) WITHIN STATE OR RAILROAD ROW PRIOR TO

CONSTRUCTION.

13. CROSS-CONNECTION CONTROL PROTECTION DEVICES ARE REQUIRED BASED ON DEGREE OF

HEALTH HAZARD INVOLVED AS LISTED IN APPENDIX-B OF THE RULES GOVERNING PUBLIC WATER

SYSTEMS IN NORTH CAROLINA. THESE GUIDELINES ARE THE MINIMUM REQUIREMENTS. THE

DEVICES SHALL MEET AMERICAN SOCIETY OF SANITARY ENGINEERING (ASSE) STANDARDS OR

BE ON THE UNIVERSITY OF SOUTHERN CALIFORNIA APPROVAL LIST. THE DEVICES SHALL BE

INSTALLED AND TESTED (BOTH INITIAL AND PERIODIC TESTING THEREAFTER) IN

ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS OR THE LOCAL

CROSS-CONNECTION CONTROL PROGRAM, WHICHEVER IS MORE STRINGENT. CONTACT

JOANIE HARTLEY AT (919) 996-5923 OR JOANIE.HARTLEY@RALEIGHNC.GOV FOR MORE

INFORMATION.

NA

D 8

3

0

SCALE 1"=20'

40'20'

M

DRAWING LEGEND

SEWER

EXISTING SANITARY SEWER LINE

S

CLEANOUT ASSEMBLY

EXISTING SAN. SEWER MANHOLE

WATER

W

WWATER LINE

GATE VALVE

FIRE HYDRANT

EXISTING WATER LINE

WATER METER VAULT

BACKFLOW PREVENTER

STORM DRAINAGE

D

SAN

SAN

SANITARY SEWER LINE

EXISTING STORM DRAINAGE PIPE

JUNCTION BOX

DROP INLET

STORM DRAINAGE PIPE

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

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URS.

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

AD

DRESSED

CITY CO

MM

EN

TS

04/03/2018

ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH

CITY OF RALEIGH, NCDEQ AND NCDOT STANDARDS,

SPECIFICATIONS AND DETAILS

PRELIMINARY - NOT RELEASED FOR CONSTRUCTION

CASE FILE: SR-64-17 TRANSACTION #: 522707

P

R

E

L

I

M

I

N

A

R

Y

N

O

T

F

O

R

C

O

N

S

T

R

U

C

T

I

O

N

RELOCATION OF EXISTING

POWER POLES AND OVERHEAD

LINES TO BE COORDINATED

WITH CITY OF RALEIGH AND

DUKE ENERGY PROGRESS

1

2

3

4

5

9

7

8

FIRE HYDRANT "PULL THE HOSE"

METHOD: 274± LF

FIRE HYDRANT "PULL THE HOSE"

METHOD: 315± LF

DESCRIPTION

2" TYPE "K" COPPER DOMESTIC WATER SERVICE

2" ABOVE GRADE DCVA BACKFLOW PREVENTER IN HEATED

AND INSULATED ENCLOSURE

2" WATER METER IN 2" METER VAULT

CLEANOUT ASSEMBLY (TYP.)

4" SCH. 40 PVC SAN. SEWER SERVICE LINE @ 1.0% MIN. SLOPE

6" GATE VALVE, TYP. VALVE BOX INSTALLATION

12" x 2" H-304 SS TAPPING SLEEVE & VALVE

TYP. SAN. SEWER SERVICE CONNECTION

PUBLIC FIRE HYDRANT ASSEMBLY

10' L X 5' W CITY OF RALEIGH WATERLINE EASEMENT

SITE LIGHT POLE (TYP.)

2" CURB STOP

#

PLAN KEY NOTES

1

2

3

4

5

6

7

8

9

10

10

6

6

11

11

12

12

VIRGINIA STREET

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

W

W

W

W

W

W

W

W

W

W

K.N

.H.H

. LLC

GU, MAY X WU, HONGSHENG

LOT 130BROADWELL, R BRUCE

LOT 131

20' CITY OF RALEIGH SEWER EASEMENT

BM 1987, PG 1841

BEAC

ON LA

KE D

RIVE

PA

RC

EL #1

RE

M

O

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P

AR

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G

FO

R C

HU

RC

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PR

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D

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R

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TO

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Y / 5,600 S

.F

.

C

O

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R

ED

P

O

R

C

H

: 192 S

.F

.F.F

.E

.=

225.5'

5' UTILITY

PLACEMENT

EASEMENT

10' TYPE C3

PROTECTIVE YARD

10' TYPE C3

PROTECTIVE YARD

PARCEL #2

X

X

X

X

X

X

X

D

D

D

D

R

D

R

D

R

D

R

D

R

D

R

D

R

D

R

D

W

W

M

S

A

N

S

A

N

AS NOTED

C5.0

LAN

DSCAPE PLAN

S.MOORE

S.MOORE

R.BAKER

     

7/20/2017

IG

LESIA CRISTIAN

A CASA D

E RESTAU

RACIO

N

RALEIG

H - W

AKE CO

UN

TY - N

ORTH

CARO

LIN

A

37709

NA

D 8

3

0

SCALE 1"=20'

40'20'

3

DECIDUOUS TREE - STAKING SPECIFIED

NOT TO SCALE

2

EVERGREEN TREE - STAKING SPECIFIED

NOT TO SCALE

PLAN VIEW

NOTE: ONLY STAKE TREES WITH

LARGE CROWNS, 2" CALIPER OR

GREATER, IF LOCATED ON WINDY

SITES, OR WHERE TAMPERING

MAY OCCUR.

PRUNE CODOMINATE LEADERS

REMOVE BROKEN, BADLY

DEFORMED, RUBBING, NARROW

CROTCH ANGLES, WATER

SPROUTS, OR CROSS-BRANCHES.

REMOVE TAGS, LABELS, AND

PLASTIC SLEEVING. DO NOT STAKE

UNLESS SPECIFIED (SEE

NOTE) DO NOT WRAP TRUNK

PRUNE SUCKERS

IF FIELD GROWN, CUT AWAY ALL

BALLING ROPES. REMOVE

BURLAP OR WIRE BASKET FROM

TOP

1

3

OF BALL. IF CONTAINER

GROWN, REMOVE CONTAINER

AND CUT CIRCLING ROOTS

1:1 SLOPE OF SIDES OF

PLANTING HOLE

SCARIFY SIDES BEFORE PLANTING

PLACE ROOTBALL ON

UNEXCAVATED OR TAMPED SOIL

TAMP SOIL AROUND ROOTBALL

BASE FIRMLY WITH FOOT

PRESSURE SO THAT ROOTBALL

DOES NOT SHIFT

4" x 18" PERFORATED CORRUGATED

PLASTIC PIPE; CAP FLUSH WITH MULCH

1" COMPOST LAYER

6" SAUCER

BACKFILL PLANTING PIT WITH NATIVE

SOIL. INCORPORATE SLOW-RELEASE

GRANULAR FERTILIZER

SET ROOTBALL FLUSH TO GRADE OR 1-2"

HIGHER IN SLOWLY DRAINING SOILS. DO

NOT COVER THE TOP OF THE ROOTBALL

WITH SOIL. ROOTFLARE SHALL BE VISIBLE

ABOVE FINISHED GRADE

2-3" MULCH LAYER TO EDGE OF DRIPLINE.

KEEP 4-6" AWAY FROM TRUNKFLARE

8' 2"x2" HARDWOOD STAKE,

2'-6" MIN BELOW SURFACE.

STAKE SHALL BE DRIVEN A MIN

18" OUT FROM TRUNK AND

OUTSIDE OF ROOTBALL

GALVANIZED WIRE GUY

12 GAUGE. ALLOW FOR A

SLIGHT AMOUNT OF MOVEMENT

3-2"x2" HARDWOOD STAKES

12 GAUGE GALVANIZED WIRE

ROOT BALL

3 X ROOTBALL

DIAMETER

B&B CONTAINER

REMOVE ALL STRING, WIRE, AND

BURLAP FROM TOP

1

3

OF BALL

REMOVE ALL DEAD, BROKEN,

DISEASED, AND WEAK

BRANCHES AT TIME OF

PLANTING

INSTALL SHRUBS SO THAT THE

TOP OF THE ROOTBALL IS AT

THE SAME GRADE AS

ORIGINALLY GROWN OR 1-2"

ABOVE IN POOR DRAINING

SOILS. DO NOT COVER THE TOP

OF THE ROOTBALL WITH SOIL

2-3" MULCH LAYER, KEEP AWAY

FROM TRUNK

1" COMPOST LAYER

PROVIDE MULCH UP AND OVER

SAUCER

6" SAUCER

REMOVE CONTAINER. SCARIFY

PERIMETER ROOTS

BACKFILL PLANTING PIT WITH

NATIVE SOIL. INCORPORATE

SLOW-RELEASE GRANULAR

FERTILIZER

SCARIFY BOTTOM AND SIDES

OF PIT

1

SHRUB DETAIL

NOT TO SCALE

NOTE: STAKE EVERGREENS 6' OR

TALLER, ON SLOPES, WITH LARGE

CROWNS, OR IF LOCATED ON

WINDY SITES.

REMOVE TAGS, LABELS, AND

PLASTIC SLEEVING. DO NOT

STAKE UNLESS NECESSARY (SEE

NOTE). DO NOT WRAP TRUNK

SET ROOTBALL FLUSH TO GRADE

OR 1-2" HIGHER IN SLOWLY

DRAINING SOILS. DO NOT COVER

THE TOP OF THE ROOTBALL WITH

SOIL. ROOTFLARE SHALL BE

VISIBLE ABOVE FINISHED GRADE.

PRUNE SUCKERS

1:1 SLOPE ON SIDES OF PLANTING

HOLE

SCARIFY SIDES BEFORE PLANTING

PLACE ROOTBALL ON

UNEXCAVATED OR TAMPED SOIL

PRUNE CODOMINATE LEADERS

RUBBER HOSE

GALVANIZED WIRE GUY

12 GAUGE. ALLOW FOR A

SLIGHT AMOUNT OF MOVEMENT

2"X2" HARDWOOD STAKE

2'-6" MIN BELOW SURFACE.

STAKE SHALL BE DRIVEN A MIN 18" OUT

FROM TRUNK AND OUTSIDE OF ROOTBALL

IF FIELD GROWN CUT AWAY ALL

BALLING ROPES. REMOVE BURLAP OR

WIRE BASKET FROM TOP

1

3

OF BALL. IF

CONTAINER GROWN, REMOVE

CONTAINER AND CUT CIRCLING ROOTS

1" COMPOST LAYER

BACKFILL PLANTING PIT WITH NATIVE

SOIL. INCORPORATE SLOW-RELEASE

GRANULAR FERTILIZER

4" X 18" PERFORATED CORRUGATED

PLASTIC PIPE; CAP FLUSH

WITH MULCH

2-3" MULCH LAYER, MULCH TO EDGE

OF DRIPLINE. KEEP 4-6" AWAY FROM

TRUNK FLARE

6" SAUCER

3 X ROOTBALL

DIAMETER

TAMP SOIL AROUND ROOTBALL

BASE FIRMLY WITH FOOT

PRESSURE SO THAT ROOTBALL

DOES NOT SHIFT

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.

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

AD

DRESSED

CITY CO

MM

EN

TS

04/03/2018

ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH

CITY OF RALEIGH, NCDEQ AND NCDOT STANDARDS,

SPECIFICATIONS AND DETAILS

PRELIMINARY - NOT RELEASED FOR CONSTRUCTION

CASE FILE: SR-64-17 TRANSACTION #: 522707

P

R

E

L

I

M

I

N

A

R

Y

N

O

T

F

O

R

C

O

N

S

T

R

U

C

T

I

O

N

11'±

22'±

100'

10'

T.P.Y.

1

TRANSITIONAL PROTECTIVE YARD LANDSCAPING

NOT TO SCALE

MV (5)

NS (5)

PROPERTY LINE

10'

10' TRANSITIONAL

PROTECTIVE YARD

VEHICULAR

SURFACE AREA

(HATCHED - TYP.)

6.5' FENCE OR WALL

PLANT SCHEDULE

SYMBOL

SHADE TREE QTY.

BOTANICAL NAME COMMON NAME

MIN.

INSTALLATION

SIZE

COMMENTS

DECIDUOUS

SHADE TREE

REQ'D PROV'D

ZS

32

14 ZELKOVA SERRATA ZELKOVA

3.0" MIN CAL. AND

10 FT. MIN.

HEIGHT

STREET TREES

CE 8 ULMUS PARVIFOLIA CHINESE ELM 3.0" CAL. V.S.A.

EVERGREEN

TREE

10 MAGNOLIA VIRGINIANA

SWEETBAY

MAGNOLIA

3.0" CAL.

TRANSITIONAL

PROTECTIVE YARD

MV

TOTAL 32

UNDERSTORY

NS 10 10

ILEX X "NELLIE R.

STEVENS"

NELLIE STEVENS

HOLLY

1.5" MIN. CAL. AND

6' MIN. HT.

TRANSITIONAL

PROTECTIVE YARD

TOTAL 10

SHRUBS

LD 125 125 LOROPETALUM CHINESE

LOROPETALUM

DARUMA

18" MIN. HT.

STREET PROTECTIVE

YARD

CS 30 30 CAMELLIA SASANQUA

SASANQUA

CAMELLIA

18" MIN. HT.

STREET PROTECTIVE

YARD

TOTAL 155

CITY OF RALEIGH LANDSCAPE REQUIREMENTS

REQUIREMENT CALCULATION REQUIRED

SIZE

(AT TIME OF PLANTING)

VEHICULAR SURFACE AREA:

UDO 7.1.7.F.:

1 SHADE TREE PER 2,000 S.F. OF

V.S.A.

PARCEL #1:

TOTAL V.S.A. = 9,744 S.F.

9,744 / 2,000 = 4.9 TREES

.

PARCEL #2:

TOTAL V.S.A. = 4,847 S.F.

4,847 / 2,000 = 2.4 TREES

PARCEL #1:

5 TREES

.

PARCEL #2:

3 TREES

3.0" CALIPER TREES

STREET TREES:

U.D.O. 8.4.4.C & R.S.D.M. 4.3.1:

40' O.C. AVG.

PARCEL #1:

210 LF FRONTAGE

210 / 40 = 5.25 TREES

.

PARCEL #2:

194 LF FRONTAGE

194 / 40 = 4.9 TREES

.

VIRGINIA STREET:

97 LF FRONTAGE

97 / 40 = 2.4 TREES

PARCEL #1:

6 TREES

.

PARCEL #2:

5 TREES

.

VIRGINIA ST.:

3 TREES

3.0" CALIPER AND 10 FT.

MIN. HEIGHT TREES

STREET PROTECTIVE YARD:

U.D.O. SEC. 7.2.4.B: TYPE C3

TREES: NOT REQUIRED

30 SHRUBS PER 100 LF

PARCEL #1:

210 LF FRONTAGE (BEACON

LAKE DRIVE)

(210 / 100) x 30 = 63 SHRUBS

.

108 LF FRONTAGE (VIRGINIA

STREET)

(108 / 30) X 30 = 33 SHRUBS

.

PARCEL #2:

194 LF FRONTAGE

(194 / 100) X 30 = 58.2 SHRUBS

PARCEL #1:

96 SHRUBS

.

PARCEL #2:

59 SHRUBS

18" MIN. HEIGHT

TRANSITIONAL PROTECTIVE YARD:

U.D.O. SEC. 7.2.4.A: TYPE A2

4 SHADE TREES PER 100 FT.

4 UNDERSTORY TREES PER

100 FT.

SHRUBS: NOT REQUIRED

235 LF PERIMITER OF REMOTE

PARKING ABUTTING A

RESIDENTIAL USE

.

SHADE TREES:

(235 / 100) x 4 = 9.4 TREES

.

UNDERSTORY TREES:

(235 / 100) x 4 = 9.4 TREES

10 SHADE TREES

.

10 UNDERSTORY

TREES

3" CALIPER OR 10 FT. MIN.

HEIGHT SHADE TREES

.

1.5" CALIPER AND 6 FT. MIN.

HEIGHT UNDERSTORY

TREES

NEIGHBORHOOD TRANSITION YARD

VEHICULAR SURFACE AREA

HATCH LEGEND

GENERAL NOTES

1. STREET TREES SHALL BE INSTALLED AND MAINTAINED IN

ACCORDANCE WITH THE REQUIREMENTS OF CHAPTER 2 OF

THE RALEIGH CITY TREE MANUAL.

2. A TREE IMPACT PERMIT IS REQUIRED PRIOR TO ISSUANCE OF

BUILDING PERMITS FOR STREET TREES INSTALLED IN THE

PUBLIC RIGHT-OF-WAY.

3. ANY BRANCHES IN SIGHT TRIANGLES WILL BE LIMBED UP TO A

HEIGHT OF 6'. ALL SHRUBS LOCATED IN SIGHT TRIANGLES WILL

BE MAINTAINED BELOW 3'.

6.5' HIGH SOLID WOOD

FENCE OR WALL