522 s harrington street sr-90-2016

W SOUTH ST

W LENOIR STS D

AWSO

N ST

W CABARRUS ST

S WES

T ST

W DAVIE ST

S SAU

NDER

S ST

S HAR

RING

TON

ST

FOWLE ST DOROTHEA DR

COMM

ERCE

PL

S HAR

RING

TON

ST

Zoning:CAC:

Drainage Basin:Acreage:Sq. Ft .:

DX-5-ULCentralRocky Branch0.74103,250

0 600300 Feet

Planner:Phone:

Applicant:Phone:

Justin Rametta(919) 996-2665David Boyette(919) 866-4804

¯522 S HARRINGTON STREETSR-90-2016

!

522 S. HARRINGTON STREET

APPLICATION

PROPOSED MIX USE DEVELOPMENT

RALEIGH,NORTH CAROLINA

CASE NO. SR-90-16

TRANSACTION # 493567

SUBMITTED ON NOVEMBER 04, 2016

ADMINISTRATIVE SITE REVIEW

FIRM LICENSE #: C-1051

www.stewartinc.com

PROJECT #: C16058

421 FAYETTEVILLE ST, STE 400

RALEIGH, NC 27601

T 919.380.8750

Client:

Vicinity map:

Issued for:

Title:

Sheet:Project number:

Date:

Drawn by:

Approved by:

Project:

522

S. HARRINGTON

STREET

Date Description

ADMINISTRATIVE SITE

REVIEW

No.

Seal:

GREYMONT DEVELOPMENT LLC

8705 CATAMARAN DRIVE

RALEIGH , NC 27615

T: 919.656.6077

PRELIMINARY - DO NOT

USE FOR CONSTRUCTION

W. CABARRUS ST.

NORTH

S. W

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T.

W. SOUTH ST.

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ON

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W. LEN

OIR

ST.

SITE

12.15.16 CITY COMMENTS1




Q

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01

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COVER SHEET

C0.00

C16058

11.04.2016

SP/TSH

DMB

1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN COMPLIANCE WITH

THE OFFICE OF STATE CONSTRUCTION, DEPARTMENT OF INSURANCE, NCDENR, AND

ALL OTHER APPLICABLE LOCAL, STATE AND FEDERAL GUIDELINES. ALL UTILITY

CONSTRUCTION SHALL COMPLY WITH APPLICABLE LOCAL JURISDICTIONAL

STANDARDS AND SPECIFICATIONS.

2. EXISTING SURVEY INFORMATION INCLUDING TOPOGRAPHIC INFORMATION PROVIDED

BY C. RYAN DAVENPORT, STEWART ENGINEERING UNLESS OTHERWISE NOTED. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING EXISTING CONDITIONS

PRIOR TO COMMENCEMENT OF ANY WORK. THE CONTRACTOR SHALL IMMEDIATELY

NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES OR CONFLICTS.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING, COORDINATING AND

PAYMENT FOR ALL NECESSARY LOCATING SERVICES INCLUDING INDEPENDENT

LOCATING SERVICES. THE CONTRACTOR SHALL PROVIDE NOTICE OF EXCAVATION TO

NOTIFICATION CENTER AND FACILITY OWNERS (PER NC STATUTE) NO LESS THAN 3

BUSINESS DAYS AND NO MORE THAN 12 WORKING DAYS PRIOR TO BEGINNING

DEMOLITION, EXCAVATION OR ANY OTHER FORM OF CONSTRUCTION. THE

CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE OF ANY

DISCREPANCIES OR CONFLICTS. NO EXCAVATION OR DEMOLITION SHALL BE

STARTED WITHOUT ALL UTILITIES BEING LOCATED.

4. ALL SUB-SURFACE UTILITIES IDENTIFIED ON THE CONSTRUCTION DOCUMENTS ARE

SHOWN IN THEIR APPROXIMATE LOCATION BASED ON SURVEY INFORMATION

GATHERED FROM FIELD INSPECTION AND/OR ANY OTHER APPLICABLE RECORD

DRAWINGS WHICH MAY BE AVAILABLE. THE CONTRACTOR SHALL IMMEDIATELY

NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES OR CONFLICTS.

5. EXISTING IMPROVEMENTS DAMAGED OR DESTROYED BY THE CONTRACTOR DURING

CONSTRUCTION SHALL BE RESTORED OR REPLACED TO ORIGINAL CONDITION AND

TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE AT THE CONTRACTOR'S

EXPENSE.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND COORDINATING

PERMITS, INSPECTIONS, CERTIFICATIONS AND OTHER REQUIREMENTS WHICH MUST

BE MET UNDER THIS CONTRACT.

7. THE CONTRACTOR SHALL MAINTAIN “AS-BUILT” DRAWINGS TO RECORD THE ACTUAL

LOCATION OF ALL PIPING PRIOR TO CONCEALMENT, VALVE AND MANHOLE CHANGES,

AND HARDSCAPE OR LANDSCAPE CHANGES. DRAWINGS SHALL BE PROVIDED TO

THE OWNER'S REPRESENTATIVE AT REGULAR INTERVALS, OR AS REQUESTED

THROUGHOUT THE PROJECT FOR RECORD KEEPING.

8. IF DEPARTURES FROM THE PROJECT DRAWINGS OR SPECIFICATIONS ARE DEEMED

NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS

THERE OF SHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR REVIEW. NO

DEPARTURES FROM THE CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE

EXPRESS WRITTEN PERMISSION OF THE OWNER'S REPRESENTATIVE.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY EXISTING

UTILITY LINES REQUIRED TO COMPLETE ANY PORTION OF CONSTRUCTION. THE

CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE COORDINATION AND COSTS OF

THE RELOCATION AND ASSOCIATED WORK.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE PREMISES FREE FROM

ACCUMULATIONS OF WASTE MATERIALS AND RUBBISH CAUSED BY THE

CONTRACTOR. ALL DEBRIS SHALL BE REMOVED FROM THE PROJECT SITE ON A DAILY

BASIS.

11. ROADWAYS (TEMPORARY OR PERMANENT) MUST BE CAPABLE OF SUPPORTING FIRE

FIGHTING APPARATUS (85,000 LBS) DURING ALL PHASES OF CONSTRUCTION ONCE

VERTICAL CONSTRUCTION HAS BEGUN.

12. DEVELOPER ACKNOWLEDGES THAT THEY HAVE REVIEWED AND IS IN COMPLIANCE

WITH THE REQUIREMENTS SET FORTH IN THE SOLID WASTE DESIGN MANUAL.

13. THIS DEVELOPMENT WILL UTILIZE PRIVATE SOLID WASTE SERVICES TO HANDLE

TRASH NEEDS

14. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH ALL CITY OF RALEIGH

AND NCDOT STANDARDS AND SPECIFICATIONS.

15. SOLID WASTE INSPECTIONS STATEMENT: THE OWNER ACKNOWLEDGES THAT THEY

HAVE REVIEWED AND ARE IN COMPLIANCE WITH THE REQUIREMENTS SET FORTH IN

THE SOLID WASTE DESIGN MANUAL. THE DEVELOPMENT PROPOSES TO UTILIZE A

PRIVATE WASTE HAULER FOR SOLID WASTE DISPOSAL. SHEET C3.00 IN THIS PLAN

SET INDICATES THE LOCATION OF THE PROPOSED DUMPSTER AND DUMPSTER

ENCLOSURE. SHEET C9.02 PROVIDES DETAILS FOR ENCLOSURE.

GENERAL NOTES:

GREYMONT DEVELOPMENT, LLC

Jim Schaafsma

8705 Catamarian Drive

Raleigh, NC 27615

Email: [email protected]

P: 919.656.6077

APPLICANT:OWNER / DEVELOPER:

STEWART

Mike Tarrant

421 Fayetteville Street, Suite 400

Raleigh, NC 27601

Email: [email protected]

P: 919.866.4789www.stewartinc.com

2016.12.15PER CITY OF RALEIGH 1ST REVIEW COMMENTS

1

2017.05.25PER CITY OF RALEIGH 2ND REVIEW COMMENTS

2

SHEET INDEX

SHEET NUMBER SHEET NAME

C0.00 COVER SHEET

C1.00 EXISTING CONDITIONS PLAN

C2.00 DEMOLITION PLAN

C3.00 SITE PLAN

C3.10 FIRE ACCESS EXHIBIT

C5.00 GRADING & DRAINAGE PLAN

C5.10 BMP DETAIL

C6.00 UTILITY PLAN

C9.00 SITE DETAILS

C9.01 SITE DETAILS

C9.02 SITE DETAILS

C9.20 STORM DRAINAGE DETAILS

C9.30 UTILITY DETAILS



L1.00 LANDSCAPE PLAN

L2.00 PLANTING DETAILS

A200 FLOOR PLANS P1

A201 FLOOR PLANS P2

A202 FLOOR PLANS SECOND FLOOR

A203 FLOOR PLANS THIRD FLOOR

A204 FLOOR PLANS FOURTH FLOOR

A205 FLOOR PLANS FIFTH FLOOR

A206 FLOOR PLANS/ROOF

A300 ELEVATIONS

A701 TRASH ROOM

2017.07.11PER CITY OF RALEIGH 3RD REVIEW COMMENTS

3

2017.10.13PER CITY OF RALEIGH 4TH REVIEW COMMENTS

4

WM

EIP

2QN

5QN

2QN

2QN

FF

=320.61'

BFP

GM

GV

WV

GM

24UA

26UA

20UA

FF=315.71'

FF

=315.56'

GM

12LI

6LI

16LI

20LI

FF=316.28'

15"DIP

FF=316.33'

3UA

3UA

2UA

FF=316.26'

20FG

14FG

22FG

12UA

7UA

6UA

6UA

6UA

4AR

3AR

3FG

3AR

2CC

3LI

3UA

8"CLAY

8"C

LA

Y

6

"

C

L

A

Y

8"C

LA

Y

8"C

LA

Y

8"CLAY

8"C

LA

Y

8"CLA

Y

8"D

IP

6" V

CP

RIM=312.96'

IN=310.26'

OUT=310.26'

RIM=313.70'

IN(N)=308.90'

IN(NE)=309.30'

OUT=307.65'

RIM=304.01'

IN(N)=298.31'

IN(E)=298.81'

OUT=298.29'

RIM=297.49'

IN=292.04'

OUT=291.99'

RIM=302.92'

IN(N)=297.77'

IN(W)=297.47'

OUT=297.42'

RIM=316.52'

IN=309.22'

IN=299.22'

OUT=299.02'

RIM=323.13'

OUT=317.93'

5QN

2TREE(S)

TOC=315.98'

OUT=312.53'

15"D

IP

2UA

1 STORY

WOOD

BUILDING

1 STORY

WOOD

BUILDING

1 STORY

BRICK

BUILDING

8" BLOCK WALL

GRAVEL

GRAVEL

ASPHALT

ASPHALT

AWNING

AWNING

BUILDING

OVERHANG

BUILDING

OVERHANG

4" BRICK

WALL

DE

CK

A/C UNIT

FUEL TANK

CHICKEN

COUP

8" B

LO

CK

W

ALL

HED

GER

OW

OLD WELL

RWM

EIP

EMON

EIP BENT

RWM

EIR

RWM

EIP

EIP

8" BLOC

K WALL

(301.1LF

)

(243.9LF

)

WM

S. W

ES

T S

TR

EE

T

66' P

UB

LIC

R

/W

W. LENOIR STREET

VARIABLE WIDTH PUBLIC R/W

S. H

AR

RIN

GT

ON

S

TR

EE

T

66' P

UB

LIC

R

/W

3

0

5

.

5

6

'

3

0

4

.

2

8

'

3

1

9

.

6

9

'

314.4'

314.5'

3

1

3

.

2

'

3

1

4

.

3

'

N/F

STAR MASS

COMPANY, INC.

D.B. 1623, PG. 603

PIN 1703561603

N/F

523 S. WEST

STREET, LLC.

D.B. 9539, PG. 94

PIN 1703560627

N/F

FAIRWEATHER

PROPERTIES, LLC.

D.B. 9539, PG. 103

PIN 1703560721

N/F

514 HARRINGTON

STREET, LLC.

D.B. 9539, PG. 98

PIN 1703561708

N/F

SHIMMERING

OAK, LLC.

D.B. 13779, PG. 1491

PIN 1703561702

10' CLF

LOADING DOCK

N87°40'49"W 105.22'

CENTERLINE OF WIRE

N02°27'14"E 108.60'

N02°27'14"E 25.72'

N87°40'49"W 105.22'

N02°27'14"E 34.61'

N87°40'49"W 105.22'

N02°27'14"E 38.79'

N87°40'49"W 105.22'

N02°27'14"E 52.21'

N02°27'14"E 52.21'

N88°36'16"E 210.92'

N87°40'49"W 105.22'

N87°40'49"W 105.22'

RRS

18.28'

N02°27'14"E

52.21'

DUKE ENERGY EASEMENT

DB. 13879, PG. 1535

"TRACT 2"

16.01'

S02°47'10"W 33.24'


DB. 13879, PG. 1535

"TRACT 1"

AWNING

6' CLF

EIP

N/F

STAR MASS

COMPANY, INC.

D.B. 13874, PG. 915

PIN 1703560597

N/F

STAR MASS

COMPANY, INC.

D.B. 1623, PG. 603

PIN 1703560527

6AR

POWER POLE

AD

JA

CE

NT

R/W

AD

JA

CE

NT

R/W

AS

PH

ALT

V

AR

IE

S

ASPHALT VAR

IES

ASPHALT VARIES

6" C

IP

6" C

IP

4QR

4TREE

S88°36'16"W

N87°54'51"W 318.17'

NC DOT R/W EASMENT

(D.B. 13845, PG. 1905)

(D.B. 2963, PG. 662)

N/F

PROGRESS ENERGY

CAROLINAS, INC.

D.B. 13845, PG. 1905

PIN 1703563723

4QR

4QR

4QR

6" V

CP

TOC=315.95'

IN(E)=311.94'

IN(W)=311.65'

OUT=311.25'

TOC=296.53'

IN=293.21'

OUT=293.12'

RIM=315.76'

OUT=312.28'

15"RCP

15"RCP

WM

8" CIP

8" DIP


www.stewartinc.com

PROJECT #: C16058


RALEIGH, NC 27601

T 919.380.8750

Client:

Vicinity map:

Issued for:

Title:


Date:

Drawn by:

Approved by:

Project:

522

S. HARRINGTON

STREET

Date Description

ADMINISTRATIVE SITE

REVIEW

No.

Seal:



RALEIGH , NC 27615

T: 919.656.6077



W. CABARRUS ST.

NORTH

S. W

ES

T S

T.

W. SOUTH ST.

R

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ON

S

T.

W. LEN

OIR

ST.

SITE





0 10 20 40

1"= 20'SCALE:

NORTH

FF=267.18'

SURVEY CONTROL POINT

EXISTING IRON PIPE

EXISTING CONCRETE MONUMENT

STORM DRAIN MANHOLE

SANITARY SEWER MANHOLE

SANITARY SEWER CLEANOUT

HYDRANT

WATER VALVE

WATER METER

WATER MANHOLE

WELL

GAS VALVE

GAS METER

TELEPHONE MANHOLE

TELEPHONE PEDESTAL

TV MANHOLE

TV PEDESTAL

ELECTRIC MANHOLE

ELECTRIC BOX

UTILITY POLE

GUY WIRE

LIGHT POLE

TRAFFIC SIGNAL BOX

BOLLARD

SIGN

FINISHED FLOOR ELEVATION

UNDERGROUND TELEPHONE LINE

UNDERGROUND FIBER OPTIC LINE

UNDERGROUND GAS LINE

UNDERGROUND ELECTRIC LINE

UNDERGROUND WATER LINE

SANITARY SEWER LINE

STORM DRAIN LINE

OVERHEAD WIRES

UNIDENTIFIED LINE

EIP

ECM

DIP

PVC

HDPE

RCP

CMP

CB

T

FO

G

E

W

SS

OHW

U

DUCTILE IRON PIPE

POLYVINYL CHLORIDE PIPE

HIGH-DENSITY POLYETHYLENE PIPE

REINFORCED CONCRETE PIPE

CORRUGATED METAL PIPE

CATCH BASIN

CATV

TPED

GM

WM

TRAFFIC SIGNAL POST

GV

ELECTRIC METER

MONITORING WELL

UNKNOWN DESTINATION

FIBER OPTIC WITNESS POST

BORING LOCATION

SANITARY FORCEMAIN VALVE

STORM DRAIN CURB INLET

COMPUTED POINT

FIBER OPTIC BOX

GUY POLE

MANHOLE

DECIDUOUS TREE

EVERGREEN TREE

BUSH

WIRE FENCE

CHAIN LINK FENCE

CONCRETE SURFACE

WV

FOWP

EM

MW

BOR

IO

LI

AMERICAN HOLLY

CREPE MYRTLE

PO

PT

QR

EASTERN SYCAMORE

LOBLOLLY PINE

RED OAK

EXAMPLE: 10QR = 10" RED OAK

MG SOUTHERN MAGNOLIA

JV EASTERN RED CEDAR

SURVEY TREE LEGEND:

SURVEY LEGEND:

Q

:\2

01

6\C

16

05

8 - 5

22

S

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1:0

2a

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EXISTING

CONDITIONS PLAN

C1.00

C16058

11.04.2016

SP/TSH

DMB

GENERAL NOTES

1. THIS SURVEY MAP IS INTENDED TO REPRESENT THE

EXISTING CONDITIONS/TOPOGRAPHY ON A PORTION OF

THE PROPERTIES SHOWN HEREON, AND IS NOT A

BOUNDARY SURVEY. THIS SURVEY WAS PERFORMED

WITHOUT THE BENEFIT OF A TITLE REPORT AND

THEREFORE ALL ENCUMBRANCES UPON THE PROPERTY

MAY NOT BE SHOWN.

2. THE PROPERTY LINES SHOWN HEREON HAVE BEEN

CONFIRMED FROM A PARTIAL SURVEY BY STEWART INC.

PROPERTY LINES SHOWN TAKEN FROM REFERENCES

LISTED HEREON.

3. HORIZONTAL DATUM IS NAD 83 (2011) AND VERTICAL

DATUM IS NAVD88. BASED ON GPS METHODS USING

REAL-TIME KINEMATIC SOLUTIONS FOR THE SURVEY

CONTROL POINTS SHOWN HEREON AND TIED TO NORTH

CAROLINA GEODETIC SURVEY MONUMENT "MURRAY".

"MURRAY"

N 747347.86'

E 2112922.52'

EL 215.7'

4. THIS DRAWING DOES NOT CONFORM TO N.C. GS47-30

AND THEREFORE IS NOT FOR RECORDATION.

5. UTILITIES SHOWN HEREON ARE BASED ON

ABOVE-GROUND VISIBLE EVIDENCE AND UTILITY

DESIGNATION/MARKING SERVICES PERFORMED BY

STEWART INC. AS A PART OF THIS SURVEY.

CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF

ALL UTILITIES BEFORE COMMENCING CONSTRUCTION.

6. TREES SHOWN HEREON MAY NOT REPRESENT ALL

VEGETATION ON THE SUBJECT PROPERTY.

7. THE SUBJECT PROPERTY IS ZONED "DX-5-UL" (PER WAKE

COUNTY IMAPS).

8. THE SUBJECT PROPERTY LIES IN ZONES X (AREA

DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE

AND FUTURE CONDITIONS 1% ANNUAL CHANCE

FLOODPLAIN). BASED ON THE FLOOD INSURANCE RATE

MAP COMMUNITY MAP NUMBER 3720170300J DATED

05/02/06. FLOOD HAZARD LINES SHOWN HEREON ARE

FROM NCFLOODMAPS.COM.

9. TRANSMISSION LINE ALONG WEST ST. IS SUBJECT TO A

FRANCHISE AGREEMENT BETWEEN DUKE ENERGY AND

THE CITY OF RALEIGH. CONTACT DUKE ASSET

PROTECTION DEPARTMENT FOR MORE INFORMATION.

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

D

AutoCAD SHX Text

S

AutoCAD SHX Text

CO

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

TV

AutoCAD SHX Text

T

AutoCAD SHX Text

E

AutoCAD SHX Text

EB

AutoCAD SHX Text

TS

AutoCAD SHX Text

FM

AutoCAD SHX Text

MH

AutoCAD SHX Text

W

AutoCAD SHX Text

FO

AutoCAD SHX Text

X

AutoCAD SHX Text

WATER VAULT

STORMWATER

MANAGEMENT

PROPOSED 5-STORY

MIXED USE BUILDING w/

2-LEVEL PARKING

LOWER LEVEL - S. WEST

STREET ACCESS

UPPER LEVEL - S. HARRINGTON

STREET ACCESS

S. W

ES

T S

TR

EE

T

66' P

UB

LIC

R

/W

W. LENOIR STREET


S. H

AR

RIN

GT

ON

S

TR

EE

T

66' P

UB

LIC

R

/W

CENTERLINE OF WIRE


DB. 13879, PG. 1535

"TRACT 2"


DB. 13879, PG. 1535

"TRACT 1"

POWER POLE

12.0'

12.0'

6.0'

6.0'

R 23'

24.0'

21.0'

66.0'

(EXISTING R/W)

4.0'

66.0'

(EXISTING R/W)

103.6'

(E

XIS

TIN

G R

/W

V

AR

IE

S)

83.3'

(E

XIS

TIN

G R

/W

V

AR

IE

S)

4.0'

4.0'

39.7'

(A

SP

HA

LT

V

AR

IE

S)

41.3' (A

SP

HA

LT

V

AR

IE

S)

34.2'

(AS

PH

ALT

VA

RIE

S)

33.5'

(ASPHALT VARIES)

40.0'

(ASPHALT VARIES)

53.0'

(ASPHALT VARIES)

10.0'

DUKE ENERGY

TRANSMISSION LINE

OFFSET

MAXIMUM BUILD-TO

LINE (20')

MAXIMUM

BUILD-TO LINE

MINIMUM REAR LOT

LINE BUILDING

SETBACK

RETAINING WALL

TRANSFORMER LOCATION

AREA OF PARALLEL

PARKING

STREET TREE IN

6'X4' TREE GRATE

(40' O.C.)

OPEN SPACE (TYP)

RETAINING WALL

STREET TREE IN

6'X4' TREE GRATE

(40' O.C.)

CONCRETE

SIDEWALK

CONCRETE

SIDEWALK

OUTDOOR AMENITY 3803 SF

EX. ELECTRICAL

VAULTS

BIKE RACK (TYP)

DUKE ENERGY

TRANSMISSION

LINE OFFSET

TRASH ROOM WITH

COMPACTOR

13.25'X11.50'

LOWER LEVEL PARKING

LAYOUT SHOWN

AMENITY AREA ACCESS

FROM PUBLIC R/W

NEW CURB

RAMP

3.5' EASEMENT FOR

SIDEWALK OUTSIDE

OF R/W

PROPOSED GATE TO

ALLOW ACCESS TO

GAS METERS

PROPOSED GATE TO

ALLOW ACCESS TO

GAS METERS

2500

4500

FLUSH ADA ACCESS

TO PUBLIC R/W

CONCRETE STAIRS

PRIMARY RETAIL ACCESS

RETAINING WALL

BIKE RACKS (TYP)

OUTDOOR AMENITY 1,721 SF

TABLE & CHAIRS (TYP.)

20.0'

8' BENCH (TYP.)

PLAZA AND

SEATING AREA

20.0'

20.0'

EASEMENT EXTENDS ACROSS

EXTENT OF PROPERTY LINE.

SEE NOTE #2.

CONCRETE

PAVERS

24.0'

9.0'

(TYP)

22.0'

9.0'

18.0'

(T

YP

)

S. H

AR

RIN

GT

ON

S

TR

EE

T

23.0'

8.0'

9.0'

5.0'

W

W

W

W

CLEAR STORY

RETAIL SPACE

2500

4500

RESIDENTIAL -

UPPER LEVEL

ONLY

22.7'

24.8'

9.0'

(TYP)

18.0'

(T

YP

)

23.0'

22.0'

S. W

ES

T S

TR

EE

T

WW

WW

CLEAR STORY

RETAIL SPACE

2500

4500

TRANSFORMER LOCATION

10'-4" CLEAR

HEIGHT

20.0

390' LE

FT

T

UR

N S

IG

HT

D

IS

TA

NC

E (35 M

PH

)

390' LE

FT

T

UR

N S

IG

HT

D

IS

TA

NC

E (35 M

PH

)

340' R

IG

HT

T

UR

N S

IG

HT

D

IS

TA

NC

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280' LEFT TURN SIGHT DISTANCE (25 MPH)

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www.stewartinc.com

PROJECT #: C16058


RALEIGH, NC 27601

T 919.380.8750

Client:

Vicinity map:

Issued for:

Title:


Date:

Drawn by:

Approved by:

Project:

522

S. HARRINGTON

STREET

Date Description

ADMINISTRATIVE SITE

REVIEW

No.

Seal:



RALEIGH , NC 27615

T: 919.656.6077



W. CABARRUS ST.

NORTH

S. W

ES

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SITE





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SITE PLAN

C3.00

C16058

11.04.2016

SP/TSH

DMB

SITE DATA TABLE

ZONING: DX - 5 - UL

TOTAL ACREAGE: 0.77 AC (INCLUDING

EASEMENT PARCELS)

BUILD SETBACKS (MIN.)

SIDE PROPERTY LINE: 0' OR 6'

REAR PROPERTY LINE: 0' OR 6'

ALLEY 5'

BUILD-TO (URBAN FRONTAGE)

PRIMARY STREET (MIN./MAX.) 0' - 20'

BUILD WIDTH IN BUILD-TO 50'

SIDE STREET (MIN./MAX.) 0' - 20'

BUILD WIDTH IN BUILD-TO 25%

PARKING SETBACKS (MIN.)

PRIMARY STREET : 10'

SITE STREET: 10'

SIDE PROPERTY LINE: 0' OR 3'

REAR PROPERTY LINE: 0' OR 3'

ALLEY: 5'

VEHICULAR PARKING REQUIRED

RESIDENTIAL: 1 SPACE / D.U. 45 UNITS

(MINUS THE FIRST 16 UNITS) 29 SPACES

COMMERCIAL: 1 SPACE / 500 SF 1,836 SF

(MINUS THE FIRST 10,000 SF) 0 SPACES

TOTAL SPACES REQUIRED 29 SPACES

VEHICULAR PARKING PROVIDED 61 SPACES

BICYCLE PARKING REQUIRED

SHORT TERM: 1 SPACE / 20 UNITS 4 SPACES

(MIN. 4 SPACES)

LONG TERM: N/A --

SHORT TERM: 1 SPACE / 5000 SF 4 SPACES

(MIN. 4 SPACES)

BICYCLE PARKING PROVIDED 10 SPACES

TREE CONSERVATION AREA: N/A --

OUTDOOR AMENITY AREA REQUIRED: 10% 3,362 SF (0.077 AC)

STREET TYPOLOGY:

S. WEST STREET - MAIN STREET w/ PARALLEL PARKING (66' R/W)

S. HARRINGTON STREET - NEIGHBORHOOD STREET (64' R/W)

UPPER LEVEL PARKING - HARRINGTON STREET ACCESS

1"=30'

LOWER LEVEL PARKING - WEST STREET ACCESS

1"=30'

SIGHT TRIANGLES

1"=60'

SITE PLAN NOTES:

1. SOLID WASTE INSPECTIONS STATEMENT: THE OWNER ACKNOWLEDGES THAT THEY

HAVE REVIEWED AND ARE IN COMPLIANCE WITH THE REQUIREMENTS SET FORTH IN

THE SOLID WASTE DESIGN MANUAL. THE DEVELOPMENT PROPOSES TO UTILIZE A

PRIVATE WASTE HAULER FOR SOLID WASTE DISPOSAL. SHEET C3.00 IN THIS PLAN

SET INDICATES THE LOCATION OF THE PROPOSED DUMPSTER AND DUMPSTER

ENCLOSURE. SHEET C9.02 PROVIDES DETAILS FOR ENCLOSURE.

2. DECLARATION OF EASEMENTS FOR LIGHT, AIR, & OPEN SPACE AND CONSTRUCTION

AND ACCESS EASEMENTS BETWEEN 522 S HARRINGTON STREET AND 414 WEST

LENOIR AND 522 S HARRINGTON STREET AND 530 S HARRINGTON STREET TO

ADDRESS 0'-0" PROPERTY LINE SETBACK.

3. SITE LOCATED WITHIN LIMITS ESTABLISHED BY THE CHRISTMAS PLAN.

LEGEND:

CONCRETE

AMENITY AREA

CONCRETE PAVERS

TREE GRATE

AutoCAD SHX Text

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STORMWATER

MANAGEMENT

PROPOSED 5-STORY


2-LEVEL PARKING


STREET ACCESS


STREET ACCESS

8"CLAY

8"C

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IP

6" V

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RIM=312.96'

IN=310.26'

OUT=310.26'

RIM=313.70'

IN(N)=308.90'

IN(NE)=309.30'

OUT=307.65'

RIM=304.01'

IN(N)=298.31'

IN(E)=298.81'

OUT=298.29'

RIM=302.92'

IN(N)=297.77'

IN(W)=297.47'

OUT=297.42'

RIM=316.52'

IN=309.22'

IN=299.22'

OUT=299.02'

RIM=323.13'

OUT=317.93'

(301.1LF

)

(243.9LF

)

CENTERLINE OF WIRE


DB. 13879, PG. 1535

"TRACT 2"


DB. 13879, PG. 1535

"TRACT 1"

POWER POLE

S88°36'16"W

N87°54'51"W 318.17'

NC DOT R/W EASMENT

(D.B. 13845, PG. 1905)

(D.B. 2963, PG. 662)

6" V

CP

8" CIP

8" DIP

6'' PVC SS SERVICE

6'' DIP W/S

FDC

TIE 6" PVC SS INTO

MANHOLE

6'' FIRE

12"X6" TEE WITH 6" GATE VALVE

S. W

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NOTE:

DOMESTIC AND FIRE PROTECTION

BACKFLOW PREVENTER INSIDE BLDG.

FOR FIRE USE " 6" RPDA WATTS 909 ".

FOR DOMESTIC USE " 4" RPZ WATTS

957N ".

4" METER

PROPOSED

FIRE HYDRANT

EXISTING FIRE

HYDRANT


PROPOSED 12" DIP WATERLINE TO TIE INTO EXISTING

LINES IN W. CABARRUS AND S. LENOIR STREET.

PROPOSED FIRE HYDRANT


4" DOMESTIC

8"X8" FULL-CIRCUMFERENTIAL ALL

STAINLESS STEEL TAPPING

SLEEVE & COMPONENTS WITH VALVE




PROPOSED 12" DIP WATERLINE TO

TIE INTO EXISTING LINES IN W.

CABARRUS AND S. LENOIR STREET.




12"X8" REDUCER

45 DEGREE BEND




12"X8" REDUCER

EXISTING WATERLINE TO BE

ABANDONED IN PLACE USING

FLOWABLE FILL

4" DIP TO TIE

INTO BUILDING

12"X8" REDUCER

12"X8" REDUCER

3.00'

5.00'

EXISTING WATERLINE TO BE

ABANDONED IN PLACE USING

FLOWABLE FILL

R/W

R/W

R/WR/W

EDGE OF SIDEWALK

1.00'

4.00'

5.00'

R/W

EDGE OF SIDEWALK


www.stewartinc.com

PROJECT #: C16058


RALEIGH, NC 27601

T 919.380.8750

Client:

Vicinity map:

Issued for:

Title:


Date:

Drawn by:

Approved by:

Project:

522

S. HARRINGTON

STREET

Date Description

ADMINISTRATIVE SITE

REVIEW

No.

Seal:



RALEIGH , NC 27615

T: 919.656.6077

PR

USE N

W. CABARRUS ST.

NORTH

S. W

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T S

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W. SOUTH ST.

R

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AR

RIN

GT

ON

S

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W. LEN

OIR

ST.

SITE





0 10 20 40

1"= 20'SCALE:

NORTH

UTILITY LEGEND

EXISTING WATER LINE

PROPOSED WATER LINE

EXISTING SANITARY SEWER LINE

PROPOSED SANITARY SEWER LINE

PROPOSED FIRE HYDRANT

PROPOSED WATER VALVE

EXISTING SANITARY SEWER MANHOLE

PROPOSED SANITARY SEWER MANHOLE

PROPOSED CLEANOUT

PROPOSED FDC

PROPOSED POST INDICATOR VALVE (PIV)

300' HYDRANT COVERAGE CIRCLE

LIMITS OF DISTURBANCE

FDC

CO

H

Y

D

PIV

S

W

SS

WATER NOTES:

1. AS INDICATED, ALL WATERLINES SHALL BE DUCTILE IRON PIPE MEETING

THE REQUIREMENTS OF ANSI-AWWA C151 PRESSURE CLASS 350 OR

SOFT COPPER TYPE K PIPE PER ASTM B88. IF PVC WATERLINE IS

INDICATED ON THE PLANS IT SHALL MEET THE REQUIREMENTS OF

AWWA C-900; CLASS 200.

2. ALL WATERLINES SHALL HAVE A MINIMUM OF 3.5 FEET OF COVER.

3. TESTING NOTES:

PRESSURE:

LEAKAGE SHALL NOT EXCEED THE MAXIMUM ALLOWABLE LEAKAGE

SPECIFIED IN AWWA C 600. MINIMUM TEST PRESSURE SHALL BE 150

PSI FOR DOMESTIC AND 200 PSI FOR FIRE PROTECTION.

BACTERIOLOGICAL:

TWO SAMPLES FOR BACTERIOLOGICAL SAMPLING SHALL BE

COLLECTED AT LEAST 24 HOURS APART. IF CONTAMINATION IS

INDICATED, THEN THE DISINFECTION PROCEDURE AND TESTING SHALL

BE REPEATED UNTIL SATISFACTORY RESULTS ARE OBTAINED.

4. THE CHLORINE IN HEAVILY CHLORINATED WATER FLUSHED FROM MAINS

NEEDS TO BE NEUTRALIZED BEFORE DISCHARGE. CONTRACTORS

SHALL NEUTRALIZE HEAVILY CHLORINATED WATER FLUSHED FROM

MAINS PRIOR TO DISCHARGE OR TRANSPORT ALL HEAVILY

CHLORINATED WATER OFFSITE FOR PROPER DISPOSAL.

5. PAINT VALVE COVERS, FIRE HYDRANTS AND OTHER WATER APPARATUS

TO MEET THE LOCAL JURISDICTIONAL REQUIREMENTS.

6. CONTINUOUS WATER SERVICE SHALL BE MAINTAINED TO ALL EXISTING

BUSINESSES AND FIRE HYDRANTS ON HARRINGTON ST AND S. WEST ST.

SEWER NOTES:

1. SANITARY SEWER CLEANOUTS LOCATED IN PAVEMENT AREAS SHALL BE

HEAVY DUTY TRAFFIC BEARING CASTINGS.

2. UNLESS OTHERWISE NOTED, ALL SANITARY SEWER MANHOLES ARE 4'

DIA.

3. MANHOLES LOCATED IN PAVEMENT, CONCRETE OR OTHER TRAFFIC

AREAS SHALL BE SET AT GRADE. MANHOLES LOCATED IN OTHER AREAS

(I.E. GRASS OR WOODED AREAS) SHALL HAVE THEIR RIMS RAISED SIX

INCHES ABOVE THE SURROUNDING GRADE. MANHOLES SUBJECT TO

POSSIBLE WATER INFILTRATION SHALL HAVE WATERTIGHT, BOLTED

LIDS.

4. MINIMUM REQUIRED SLOPES FOR SEWER SERVICES:

4" SEWER SERVICE - 2.00% SLOPE



5. UNLESS OTHERWISE NOTED, LOCATE SANITARY SERVICE CLEANOUTS

AT ALL HORIZONTAL OR VERTICAL CHANGES IN DIRECTION. MAXIMUM

SPACING BETWEEN CLEANOUTS SHALL BE 75 FEET.

6. SEWER LINES LESS THAN 3 FEET OF COVER SHALL BE CLASS 50 DUCTILE

IRON PIPE. SEWER LINES WITH GREATER THAN 3 FEET OF COVER SHALL

BE AS NOTED BELOW:

4" SEWER SERVICE - SCH 80

6" SEWER SERVICE - SCH 80

8" SEWER SERVICE - SDR-35

7. SEWER LINES UNDER CONSTRUCTION SHALL BE PROTECTED FROM

DIRT, DEBRIS OR OTHER CONTAMINANTS ENTERING THE NEW SYSTEM.

A MECHANICAL PLUG SHALL BE UTILIZED BOTH IMMEDIATELY UPSTREAM

OF THE NEW CONSTRUCTION AND AT THE FIRST MANHOLE

DOWNSTREAM IN THE EXISTING SYSTEM. EXISTING STRUCTURES,

PIPING AND APPURTENANCES SHALL BE PROTECTED FROM ANY INFLOW

OF WATER, DIRT OR DEBRIS DUE TO NEW CONSTRUCTION CONNECTING

TO OR IN THE VICINITY OF THE EXISTING SYSTEM. CONTRACTOR TO

REMOVE DEBRIS AND PLUG PRIOR TO OCCUPANCY.

8. ALL MANHOLES COVERS SHALL BE PAINTED TO LOCAL JURISDICTIONAL

REQUIREMENTS.

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UTILITY PLAN

C6.00

C16058

11.04.2016

SP/TSH

DMB

FIRE FLOW REQUIREMENTS

- METHOD OF DETERMINING REQUIRED FLOW:

- NC FIRE CODE - APPENDIX B

- BUILDING TYPE - TYPE V-B

- BUILDING SQUARE FOOTAGE -87,500 SF

- REQUIRED FLOW PER TABLE B105.1 - 2,750 GPM

- FLOW AVAILABLE = 1,483 GPM @ 20 PSI*

* FLOW CALCULATED BASED ON FIRE FLOW TEST PREFORMED BY STEWART, INC. AND

WITNESSES BY STEVE BERRY FROM THE CITY OF RALEIGH ON 2016.08.15.

WATER METER INSET

NOTE;

CONTRACTOR TO FIELD VERIFY EXISTING WATER LINE LOCATIONS PRIOR TO THE

INSTALLATION OF THE PROPOSED WATER LINES.

AutoCAD SHX Text

FDC

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M

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H

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Y

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D

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H

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Y

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S

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M

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W

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SS

AutoCAD SHX Text

S

STORMWATER

MANAGEMENT

PROPOSED 5-STORY


2-LEVEL PARKING


STREET ACCESS


STREET ACCESS

S. W

ES

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LIC

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W. LENOIR STREET


S. H

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DB. 13879, PG. 1535

"TRACT 2"


DB. 13879, PG. 1535

"TRACT 1"

6 | AMGR

4 | CHVI

3 | QUPH

SIGHT TRIANGLE (TYP).

4'x6' METAL TREE GRATE WITH

STRUCTURAL SOIL SYSTEM

PER CITY OF RALEIGH DETAILS




EXISTING OVERHEAD

POWER LINE

SIGHT DISTANCE

TRIANGLE

SIGHT DISTANCE

TRIANGLE

SIGHT DISTANCE

TRIANGLE





PROPOSED

RETAINING WALL

3 | COFL

1 | MAGR

TREES QTY. BOTANICAL NAME COMMON NAME CONT CAL HGT REMARKSCHVI 4 CHIONANTHUS VIRGINICUS FRINGE TREE B & B 1-1/2" CAL 6' MIN. SINGLE-STEMQUPH 3 QUERCUS PHELLOS WILLOW OAK B & B 3" CAL 10' MIN. SINGLE-STEMMAGR 1 MAGNOLIA GRANDIFLORA 'LITTLE GEM' LARGE-FLOWERED MAGNOLIA B & B 2" CAL 6' MIN.

AMGR 6AMELANCHIER X GRANDIFLORA'AUTUMNBRILLIANCE' SERVICEBERRY B & B 2" CAL 6' MIN. SINGLE-STEM

COFL 3 CORNUS FLORIDA'APPALACHIAN SPRING' DOGWOOD B & B 2" CAL 6' MIN


www.stewartinc.com

PROJECT #: C16058


RALEIGH, NC 27601

T 919.380.8750

Client:

Vicinity map:

Issued for:

Title:


Date:

Drawn by:

Approved by:

Project:

522

S. HARRINGTON

STREET

Date Description

ADMINISTRATIVE SITE

REVIEW

No.

Seal:



RALEIGH , NC 27615

T: 919.656.6077



W. CABARRUS ST.

NORTH

S. W

ES

T S

T.

W. SOUTH ST.

R

A

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SITE





LANDSCAPING NOTES:

1. VERIFY ALL QUANTITIES AND REPORT ANY DISCREPANCIES OR INACCURACIES IN THE PLANS TO THE OWNER'S REPRESENTATIVE

PRIOR TO PLANTING.

2. LANDSCAPE WORK SHALL INCLUDE THE FURNISHING, INSTALLATION, AND WARRANTY OF ALL PLANTING MATERIALS WITHIN THE

PROJECT AREA.

3. THE LANDSCAPE CONTRACTOR SHALL ASCERTAIN THE LOCATION OF ALL EXISTING AND NEW UNDERGROUND UTILITIES PRIOR

TO EXCAVATION FOR PLANTING. DAMAGES TO UTILITIES CAUSED BY THE LANDSCAPE OPERATION SHALL BE CORRECTED BY

THE LANDSCAPE CONTRACTOR AT NO COST TO THE OWNER.

4. LANDSCAPING SHALL REMAIN CLEAR FROM ANY FIRE HYDRANTS ON THE SITE.

5. ALL TREES TO BE A MINIMUM OF 2" IN CALIPER AND MUST MEET THE AMERICAN STANDARD FOR NURSERY STOCK.

6. TREE PROTECTION NOTE: TREE PROTECTION FENCING MUST BE IN PLACE PRIOR TO ANY DEMOLITION, LAND DISTURBANCE OR

ISSUANCE OF A GRADING PERMIT AND SHALL INCLUDE WARNING SIGNS POSTED IN BOTH ENGLISH AND SPANISH, AS FOLLOWS:

"NO TRESPASSING/TREE PROTECTION AREA/PROHIBIDO ENTRAR / ZONA PROTECTORA PARA LOS ÁRBOLES."

7. PROTECTION OF EXISTING VEGETATION: AT THE START OF GRADING INVOLVING THE LOWERING OF EXISTING GRADE AROUND A

TREE OR STRIPPING OF TOPSOIL, A CLEAN, SHARP, VERTICAL CUT SHALL BE MADE AT THE EDGE OF THE TREE SAVE AREA AT

THE SAME TIME AS OTHER EROSION CONTROL MEASURES ARE INSTALLED. THE TREE PROTECTION FENCING SHALL BE

INSTALLED ON THE SIDE OF THE CUT FARTHEST AWAY FROM THE TREE TRUNK AND SHALL REMAIN IN PLACE UNTIL ALL

CONSTRUCTION IN THE VICINITY OF THE TREES IS COMPLETE. NO STORAGE OF MATERIALS, FILL, OR EQUIPMENT AND NO

TRESPASSING SHALL BE ALLOWED WITHIN THE BOUNDARY OF THE PROTECTED AREA.

8. ROOT ZONE PROTECTION AREA: VARIES BASED ON LOCAL JURISDICTION HAVING AUTHORITY. CONTRACTOR SHALL COMPLY

WITH LOCAL JURISDICTIONAL REQUIREMENTS. NO DISTURBANCE ALLOWED WITHIN THIS AREA. AREA MUST BE PROTECTED

WITH BOTH TREE PROTECTION FENCING AND WARNING SIGNS.

9. SEED BED PREPARATION: ALL AREAS TO BE SEEDED ARE TO BE RECEIVE A MINIMUM OF 2" OF APPROVED TOPSOIL. ALL DEBRIS,

ROCKS, ETC. LARGER THAN .5" ARE TO BE REMOVED. ALL LARGE CONCENTRATIONS OF GRAVEL & DEBRIS REGARDLESS OF SIZE

ARE TO BE REMOVED PRIOR TO SEEDING OR PLANTING.

10. ALL PLANT BED AREAS ARE TO RECEIVE A MINIMUM OF 6" OF APPROVED TOPSOIL.

11. SOIL SHOULD BE TESTED AND AMENDED WITH LIME AND FERTILIZER FOR HARDWOOD TREES ACCORDING TO NCDA

PROCEDURES. SCARIFY PLANT PIT WALLS. CONSULT LANDSCAPE ARCHITECT FOR ALTERNATE COMPLIANCE.

12. SHREDDED HARDWOOD MULCH 3" DEEP EXCEPT AT CROWN OF PLANT UNLESS OTHERWISE NOTED. FLARE AT CROWN SHOULD

BE REVEALED. BACKFILL CONSISTS OF THOROUGHLY BROKEN UP NATIVE SOIL. TOTAL VOLUME OF BACKFILL SHOULD BE

AMENDED WITH UP TO ONE THIRD PINE BARK MULCH. PIECES SHOULD BE NO LARGER THAN WHAT PASSES THROUGH A ONE

INCH SCREEN. IF ADDITIONAL SOIL IS REQUIRED FOR BACKFILL DUE TO DETRIMENTAL SUBSOIL DRAINAGE CONDITIONS, USE

SOIL SIMILAR TO EXISTING NATIVE SOIL. ADDITIONAL SOIL TO BE APPROVED BY LANDSCAPE ARCHITECT. MAXIMUM SAUCER

HEIGHT IS 6 INCHES.

13. FOR B&B PLANTS, NATURAL FIBER BURLAP SHOULD BE TURNED DOWN BY 1/3 TOTAL HEIGHT OF ROOT BALL. PLASTIC FIBER

BURLAP AND WIRE BASKETS SHOULD BE REMOVED TO 2/3'S OF TOTAL HEIGHT OF ROOT BALL.

14. CONTRACTOR IS RESPONSIBLE FOR KEEPING THE TREE UPRIGHT AND PLUMB THROUGHOUT THE WARRANTY PERIOD. IF

STABILIZATION IS NECESSARY SEE STAKING IN TREE DETAIL, ORANGE FLAGGING TAPE SHOULD BE ATTACHED TO SUPPORT

WIRE. STAKING SHOULD BE REMOVED BY CONTRACTOR AT END OF ONE YEAR WARRANTY PERIOD OR AS DIRECTED BY

GROUNDS MANAGEMENT.

15. USE STANDARD "GATOR" BAGS FOR WATERING TREES IN AREAS NOT UNDER IRRIGATION. INCORPORATE TERRA-SORB (OR

EQUAL) AS PER MANUFACTURERS RECOMMENDATIONS, FOR AREAS NOT UNDER IRRIGATION.

16. USE "BIO-BARRIER" OR EQUIVALENT ACCORDING TO MANUFACTURER'S RECOMMENDATION FOR TREES THAT WILL BE PLANTED

WITHIN 10' OF PAVEMENT

17. LANDSCAPING/C.O. STANDARDS NOTE: ALL LANDSCAPING MUST BE IN PLACE PRIOR TO REQUEST FOR A CERTIFICATE OF

COMPLIANCE.

18. FOLLOW CITY OF RALEIGH INSTALLATION AND MAINTENANCE STANDARDS IN CHAPTER 2 OF CITY TREE MANUAL

19. A TREE IMPACT PERMIT FOR TREES INSTALLED IN THE PUBLIC RIGHT-OF-WAY IS REQUIRED PRIOR TO THE ISSUANCE OF BUILDING

PERMITS.

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LANDSCAPE PLAN

L1.00

C16058

11.04.2016

KS/ME

MPT

LARGE TREES

CHIONANTHUS

VIRGINICUS

LANDSCAPE LEGEND

UNDERSTORY TREES

LANDSCAPE CALCULATIONS

STREET TREES

S. WEST STREET

TREES REQUIRED

TREES PROVIDED

* UNDERSTORY TREES PROPOSED

UNDER OVERHEAD POWER LINES

S. LENOIR ST.

TREES REQUIRED

TREES PROVIDED

S. HARRINGTON ST

TREES REQUIRED

TREES PROVIDED



AMENITY AREA

TREES REQUIRED

TREES PROVIDED



162 LF (183 - 21 LF OF DRIVEWAY)

4 (40' O.C.)

4

211 LF

5 (40' O.C.)

6

111 LF (135 - 24 LF OF DRIVEWAY)

3 (40' O.C.)

3

3,362 SF

3.4

4

QUERCUS

PHELLOS

BIORETENTION

PLANTINGS

SUPPLEMENTAL BANK STABILIZATION

AND ACCENT PLANTINGS

PLANTING NOTES:

1. DO NOT STAKE TREES EXCEPT WHERE SPECIFIED BY LANDSCAPE ARCHITECT. STAKING IS REQUIRED FOR TREES PLANTED ON

SLOPES.

2. WHERE SEVERAL TREES WILL BE PLANTED CLOSE TOGETHER SUCH THAT THEY WILL LIKELY SHARE ROOT SPACE, TILL IN SOIL

AMENDMENTS TO A DEPTH OF 4-6" OVER THE ENTIRE AREA.

3. FOR CONTAINER GROWN TREES, USE FINGERS OR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER LAYER OF

POTTING SOIL; THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE CONTAINER.

4. FOR FIELD GROWN TREES, CUT BURLAP, ROPE AND WIRE BASKET AWAY FROM TOP AND SIDES OF ROOT BALL.

5. THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST MONTH AFTER

PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS.

6. THE PLANTING PROCESS IS SIMILAR FOR DECIDUOUS AND EVERGREEN TREES.

7. DO NOT WRAP TRUNK; MARK NORTH SIDE OF TREE IN THE NURSERY AND LOCATE TO THE NORTH IN THE FIELD.

8. WIDTH OF PLANTING HOLE IS 3X ROOT BALL AT THE SURFACE, SLOPING TO 2X THE ROOT BALL DIAMETER AT THE DEPTH OF THE

ROOT BALL.

9. BEFORE PLANTING, ADD 3-4" OF WELL COMPOSTED LEAVES, RECYCLED YARD WASTE OR OTHER COMPOST AND TILL INTO TOP 6"

OF PREPARED SOIL. ADD COMPOST AT 20-35% BY VOLUME TO BACKFILL.

10. PERFORM PERCOLATION TEST FOR EACH TREE PIT TO CONFIRM THAT WATER DRAINS OUT OF THE SOIL. PROVIDE GRAVEL SUMP

FILTER FABRIC & VENT PIPE IF DRAINAGE DOES NOT OCCUR WITHIN 24 HOURS. INCLUDE ALL SUMPS IN BASE BID. SHOULD SUMPS

NOT BE NECESSARY AFTER PERCOLATION TEST, PROVIDE CHANGE ORDER DEDUCT TO OWNER.

11. IF PLANTING HOLES ARE DUG WITH A LARGE AUGER BREAKING DOWN THE SIDES WITH A SHOVEL CAN ELIMINATE GLAZING AND

CREATE THE PREFERRED SLOPING SIDE.

12. TREES SHALL HAVE SINGLE LEADERS. TREES WITH 2 LEADERS WILL BE REJECTED.

13. DO NOT PLACE MULCH IN CONTACT WITH TRUNK.

14. PROVIDE GATOR BAGS FOR ALL TREES WHERE IRRIGATION IS NOT PROVIDED.

15. FOR ALL STREET TREES LOCATED WITHIN THE PUBLIC RIGHT-OF-WAY, 600 CUBIC FEET OF HIGH QUALITY SUBSURFACE

STRUCTURAL TOP SOIL SHALL BE PLACED WITHIN THE IMMEDIATE AREA WHERE THE TREE IS TO BE PLACED PER THE CITY OF

RALEIGH STREET DESIGN MANUAL.

CORNUS FLORIDA

'APPALACHIAN

SPRING'

AMELANCHIER

GRANDIFLORA

'AUTUMN BRILLIANCE'

ACCENT PLANTINGS

TURF

GROUNDCOVER & UNDERSTORY

PLANTINGS

MAGNOLIA

GRANDIFLORA

'LITTLE GEM'

PLANT SCHEDULE

THE STORMWATER CONTROL DEVICE IS INTENDED TO BE PART OF THE AMENITY AREA AND WILL BE

INTEGRATED INTO THE OVERALL LANDSCAPE DESIGN. THE STORMWATER AREA WILL MEET ALL REQUIRED

BASIC AND SUPPLEMENTAL AMENITY FEATURES OF 7.2.6-B-1 AND 7.2.6-B-2-B. IT WILL FEATURE THE

FOLLOWING:

· DIRECT ACCESS FROM THE ADJACENT AMENITY AREA;

· MATERIALS WHICH SHARE AN AESTHETIC STYLE WITH THE ADJACENT BUILDING;

· PLANT MATERIAL WHICH IS INTEGRATED INTO THE ADJACENT PLANTINGS IN THE AMENITY AREA;

· RETAINING WALLS AND/OR SLOPING SIDES NO GREATER THAN 4:1; AND

· FULL PLANT COVERAGE WITH SPECIES THAT CAN WITHSTAND EXTENDED PERIODS OF INUNDATION.

UDO PLANNING AND SCREENING COMPLIANCE

AutoCAD SHX Text

S

AutoCAD SHX Text

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522

HAR

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TREE

TTH

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.

ELEVATIONS

SHEET:

A300

DATE:

ARCHITECT:The Raleigh Architecture Co. NC# 52702

ADMINISTRATIVESITE REVIEW

JULY 07, 2017

DRAWN BY: TM

CHECKED BY: RJ

REVISIONS:

ROBBY JOHNSTON NC# 11330

MIX

ED U

SE /

RES

IDEN

TIAL

522

HAR

RIN

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955

ID: RA1608

6/19/17 Overhang Depth

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7601

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SOU

TH W

EST

STRE

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0R

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276

01

©COPYRIGHT

THESE DRAWINGS AREPROPERTY OF THE

ARCHITECT AND MAY NOTBE REPRODUCED WITHOUT

THE PERMISSION OF AREPRESENTATIVE OF theRALEIGH ARCHITECTURE

CO.

©COPYRIGHT

THESE DRAWINGS AREPROPERTY OF THE

ARCHITECT AND MAY NOTBE REPRODUCED WITHOUT

THE PERMISSION OF AREPRESENTATIVE OF theRALEIGH ARCHITECTURE

CO.

1

FOR

REVI

EW P

URPO

SES

ONLY

NOT

FOR

CONS

TRUC

TION

Floor Heights2 7/7/17

11'-0"STORY 1 (P1) S HARRINGTON ST.

28'-8"STORY 2

39'-0"STORY 3

0'-0" (310.5')STORY 1 (P1) S WEST ST.

49'-4"STORY 4

59'-8"STORY 5

-1'-0"AVG GRADE PLANE (S WEST ST.)

74'-0" (75'-0" FROM AVG GRADE)MAX BUILD HEIGHT (S WEST ST.)80'-0"MAX PARAPET HEIGHT (S WEST ST.)86'-0"MAX MONITOR HEIGHT (S WEST ST.)

-3'-6" (307.0)FIRE ACCESS

71'-6" (382.0)MAX BUILD HEIGHT (FIRE ACCESS)

PEDESTRIAN ACCESS TO LOBBY

VEHICULAR ACCESS DOORS, SCREENED FOR VENTILATION

GLAZING

TOP OF BUILDING HARRINGTON STREET SIDE

75'-0

"

RESI

DENT

IAL

COMM

ERCI

AL

TOP OF BUILDING

TOP OF ROOF MONITOR

EXTERIOR BALCONY & RAILING

METAL SIDING

GLAZING

BUILDING BEYOND

MASONRY

2


0'-0" (310.5')STORY 1 (P1) S WEST ST.

84'-1 1/2" (75'-0" FROM AVG GRADE)MAX BUILD HEIGHT (S HARRINGTON ST.)

74'-0" (75'-0" FROM AVG GRADE)MAX BUILD HEIGHT (S WEST ST.)80'-0"MAX PARAPET HEIGHT (S WEST ST.)86'-0"MAX MONITOR HEIGHT (S WEST ST.)


9'-1 1/2"AVG GRADE PLANE (S HARRINGTON ST.)

90'-1 1/2"MAX PARAPET HEIGHT (S HARRINGTON ST.)

75'-0

"

STEEL SCREEN FOR P2 PARKING NATURAL VENTILATION

GLAZING

TOP OF BUILDING

75'-0

"

23'-1 1/8"

TOP OF BUILDINGTOP OF ROOF MONITOR

10'-1

"

MASONRY

EXTERIOR BALCONY& RAILING

GLAZING

5'-0" TYP.

METAL SIDING

MAX HEIGHT REQUIREMENTSFOR S HARRINGTON ST.

MAX HEIGHT REQUIREMENTSFOR S. WEST ST.

NOT STREET FACING FACADE

ELEVATIONS COMPLETELY EXEMPT FROM

BLANK WALL/TRANSPARENCY REQUIREMENTS

28'-8"STORY 2

39'-0"STORY 3

49'-4"STORY 4

59'-8"STORY 5



10'-1

"

2

VEHICULAR ACCESS DOORS, SCREENED FOR VENTILATION

STAIR ENTRY

GLAZING

TOP OF BUILDING

84'-1 1/2" (75'-0" FROM AVG GRADE)MAX BUILD HEIGHT (S HARRINGTON ST.)

90'-1 1/2"MAX PARAPET HEIGHT (S HARRINGTON ST.)


75'-0

"

RESI

DENT

IAL

COMM

ERCI

AL

EXISTING BUILDING ON ADJACENT PROPERTY

EXTERIOR BALCONY & RAILING

METAL SIDING

GLAZING

MASONRY

15'-0

"

BUILDING BEYOND

10'-1

"

TRANSPARENCY & BLANK WALL CALCULATIONSELEVATION TRANSPARENCY - GROUND FLOOR TRANSPARENCY - UPPER FLOORS BLANK WALL AREA

REQUIRED (MIN) SHOWN REQUIRED (MIN) SHOWN MAX ALLOWABLE AREA SHOWN (SF)NORTH N/A - N/A - N/A -

EAST 66% (809 SF) 67% (827 SF) N/A - 20' (400 SF) 140 SFSOUTH N/A - N/A - N/A -

WEST 66% (1,080 SF) 71% (1,167 SF) N/A - 20' (400 SF) 316 SF

NOTES: 1. ZONING DX-5-UL2. R.O.W. PER MIXED USE STREETS SEC. 8.4.5.D MAIN STREET PARALLEL PARKING STREETSCAPE 3. NO FRONTAGE REQUIREMENTS ALONG LENOIR STREET4. NO GLAZING/BLANK WALL REQUIREMENTS ON SOUTH AND NORTH ELEVATION (NOT STREET FACING FACADES)5. NO GLAZING REQUIREMENTS ON RESIDENTIAL FLOORS

TRANSPARENCY DEPTH REQUIREMENTS PER UDO 1.5.9.B.3 MET (60% OF GLAZING 8' MIN. VISIBILITY DEPTH)

WEST ELEVATION: S. WEST STREET041/16"=1'-0" 0 321684

SOUTH ELEVATION: W LENOIR STREET021/16"=1'-0" 0 321684

EAST ELEVATION: S HARRINGTON STREET031/16"=1'-0" 0 321684

84'-1 1/2" (75'-0" FROM AVG GRADE)MAX BUILD HEIGHT (S HARRINGTON ST.)90'-1 1/2"MAX PARAPET HEIGHT (S HARRINGTON ST.)


0'-0" (310.5')STORY 1 (P1) S WEST ST.

74'-0" (75'-0" FROM AVG GRADE)MAX BUILD HEIGHT (S WEST ST.)

80'-0"MAX PARAPET HEIGHT (S WEST ST.)

86'-0"MAX MONITOR HEIGHT (S WEST ST.)



75'-0

"

ROOF ACCESS MONITORTOP OF BUILDING

TOP OF BUILDING

75'-0

"

11'-3"

10'-1

"

GLAZING

MASONRY

EXTERIOR BALCONY& RAILING

STEEL SCREEN FOR P2 PARKINGNATURAL VENTILATION

GLAZING

METAL SIDING METAL SIDING

MAX HEIGHT REQUIREMENTSFOR S HARRINGTON ST.

MAX HEIGHT REQUIREMENTSFOR S. WEST ST.

NOT STREET FACING FACADE

ELEVATIONS COMPLETELY EXEMPT FROM

BLANK WALL/TRANSPARENCY REQUIREMENTS

28'-8"STORY 2

39'-0"STORY 3

49'-4"STORY 4

59'-8"STORY 5



2

NORTH ELEVATION011/16"=1'-0" 0 321684

522 s harrington street sr-90-2016

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