S EAS

T ST

E DAVIE ST

S PER

SON

ST

E CABARRUS ST

S BLO

ODWO

RTH

ST

Zoning:CAC:

Drainage Basin:Acreage:

Sq. Ft.:

DX-3-DE, HOD-GCentralWalnut Creek0.124,550

0 370185 Feet

Planner:Phone:

Applicant:Phone:

Michael Walters(919) 996-2636John Callahan(919) 828-4428

¯GUEST HOUSESR-21-2017 !

5/1/17 SR-21-17, Guest House 1

AA# 3604 Case File: SR-21-17, Guest House

Administrative Action Administrative Site Review

Case File / Name: SR-21-17, Guest House General Location: This site is located on the west side of S. Bloodworth Street, north of the

intersection of S. Bloodworth Street and East Cabarrus Street and is within the city limits.

CAC: Central Request: Development of a .12 acre tract zoned DX-3-DE and within an HOD-G Overlay

District. The project consists of the 2,658 square foot addition to an existing 1,842 square foot single family dwelling creating a 4500 square foot, 32’ 4” tall building to serve as an 8 room Inn for overnight lodging.

Cross- Reference: TR# 504689, RHDC COA 059-16-CA, RHDC COA 169-16-MW,

RHDC COA 013-17-MW Design Adjustment: One Design Adjustment has been approved by the Public Works Director for this

project, noted below.

1. Waiving Right of Way dedication as the property falls within the Christmas Street Plan.

2. Allowance of an alternative streetscape cross section. (street trees behind sidewalk, a 3.5’ grass strip, and a 5’ sidewalk)

3. Support of an encroachment into the Right of Way of a retaining wall and steps, all in order to support the established historic street edge

City of Raleigh Development Plans Review Center

One Exchange Plaza Raleigh, NC 27602

(919) 996-2626 www.raleighnc.gov

5/1/17 SR-21-17, Guest House 2

AA# 3604 Case File: SR-21-17, Guest House

SR-21-17 Location Map

5/1/17 SR-21-17, Guest House 3

AA# 3604 Case File: SR-21-17, Guest House

SR-21-17, Preliminary Site Plan

5/1/17 SR-21-17, Guest House 4

AA# 3604 Case File: SR-21-17, Guest House

5/1/17 SR-21-17, Guest House 5

AA# 3604 Case File: SR-21-17, Guest House

Code Conformance:

Code Section(s)

Zoning District: DX-3-DE, 3.1

Overlay District: HOD-G 5.1

Parking: Required = ½ parking space/room (8 rooms) = 4 spaces. As the first 10,000 square feet of parking is exempt in DX for a nonresidential use, zero parking is proposed. (7.1.3 A 1 d) Bicycle – Required Long Term spaces = 1 space/20 rooms (minimum 4). Proposed = 4 long term bike spaces.

7.1.2

Street Type(s): S. Bloodworth St.is classified as a Main Street Parallel Parking by the COR Street Plan. This street section consists of a 73' right-of-way with a 41' b-b street with street trees and 6' sidewalks on both sides.(UDO 8.4.5.D) Design adjustment waiving Right of Way dedication as the property falls within the Christmas Street Plan.

8.4

Streetscape: The Main Street streetscape is required based on the street designation. Two street trees are proposed along the frontage and within the Right of Way. Encroachment agreement for retaining walls and steps within Right of Way, in an effort to support the existing historic street edge Design adjustment for alternative streetscape cross section. (street trees behind sidewalk, a 3.5’ grass strip, and a 5’ sidewalk) Fee in lieu for 1’ of sidewalk width along the entire length of frontage

8.5

Setbacks/Frontage: As this site falls with the HOD-G overlay, setbacks and are determined as part of and in line with adjacent residences within the historic district. COA 059-16-CA COA 169-16-MW COA 013-17-MW

5.4.1 E

5/1/17 SR-21-17, Guest House 6

AA# 3604 Case File: SR-21-17, Guest House

Neighborhood Transitions:

NA 3.5

Transitional Protective Yards:

NA 7.2.4

Stormwater: Project claiming exemption afforded by UDO 9.2.2.A.1.b.ii as recently amended by TC-2-16. A ½ ac or less sized grandfathered lot approved prior to 5/1/01, that has not been altered to be greater than ½ ac., used for lawful use but subject to impervious limitation of subsection A. 4 of 65% impervious for its zoning. 61% Impervious proposed.. No further stormwater review required unless design changes occur that result in impervious exceeding 65%..

9.2

Tree Conservation: This site is less than two acres in size and therefore exempt from Article 9.1, Tree Conservation.

9.1

Variances, Design Adjustments,

Administrative Alternates:

One Design Adjustment has been approved by the Public Works Director for this project, noted below.

• Waiving Right of Way dedication as the property falls within the Christmas Street Plan.

• Allowance of an alternative streetscape cross section. (street trees behind sidewalk, a 3.5’ grass strip, and a 5’ sidewalk)

• Support of an encroachment into the Right of Way of a retaining wall and steps, all in order to support the established historic street edge.

There is an approved encroachment agreement for retaining walls and steps within Right of Way, in an effort to support the existing historic street edge

Other: Facility must contain and has proposed registration facilities, on-site management, cleaning services, and combined utilities. (6.4.6 D 1) 2 (96 gallon) refuse containers have been approved for use by the City of Raleigh Solid Waste Department.

5/1/17 SR-21-17, Guest House 8

AA# 3604 Case File: SR-21-17, Guest House

4-Year Completion Date: 4/28/2021 Within four years after issuance of the first building permit for the site plan, the construction of the entire site plan must be completed unless an applicant has been granted vested rights. Failure to complete construction within this specified time frame shall automatically void the approved site plan for which no building permits have been issued.

WHAT NEXT?:

• MEET ALL CONDITIONS OF APPROVAL. • COMPLETE INFRASTRUCTURE CONSTRUCTION DRAWINGS FOR ANY PUBLIC IMPROVEMENTS Streets, Utility lines to be owned and maintained by the City. • HAVE A REGISTERED SURVEYOR PREPARE FINAL PLATS FOR RECORDING. These also must be submitted to the City for authorization signature prior to recording with the Wake County Register of Deeds. • MEET THE REQUIREMENTS OF THE EXPIRATION THRESHOLDS AS NOTED ABOVE.

VICINITY MAP

(NOT TO SCALE)

JOHN A. EDWARDS & COMPANY

Consulting Engineers

NC License F-0289

333 Wade Ave., Raleigh, N.C. 27605

Phone: (919) 828-4428

Fax: (919) 828-4711

E-mail: info@jaeco.com

INDEX

CE-1 EXISTING CONDITIONS

CE-2 SITE PLAN

CE-3 UTILITY PLAN

CE-4 GRADING PLAN

A200 FLOOR PLANS

A300 BUILDING ELEVATIONS

CIVIL ENGINEER:

OWNER/DEVELOPER:

GUESTHOUSE, LLC

P.O. BOX 28192

RALEIGH, NC 27610

SITE

Project

Client

Drawn By

Checked By

Date Issued

JOHN A. EDWARDS & COMPANY

Consulting Engineers

and Land Surveyors

NC License F-0289

333 Wade Ave., Raleigh, N.C. 27605

Phone: (919) 828-4428

Fax: (919) 828-4711

E-mail: info@jaeco.com

www.jaeco.com

JAECO #

Client

GUEST HOUSE

420 S. BLOODWORTH ST

RALEIGH, NC 27601

GUEST HOUSE, LLC

215 HAYWOOD STREET

RALEIGH, NC 27601

Drawing

Title

Revisions

Number Description Date

Approvals

1 CITY OF RALEIGH COMMENTS 3/21/17

CE-1

10' 0 10' 20'

1"=10'

EXISTING

CONDITIONS

SO

UT

H

BLO

OD

WO

RT

H

ST

RE

ET

66' P

UB

LIC

R

IG

HT

O

F W

AY

N/F

CITY OF RALEIGH

PIN # 1703876040

DB 16685, PG 118

N/F

MARKETTE

WAGNER-HOLLAND

PIN # 1703865984

DB 8727, PG 2239

N/F

313 EAST CABARRUS STREET

LLC

PIN # 1703865919

DB 12856, PG 568

N/F

320 EAST DAVIE STREET LLC

PIN # 1703875250

DB 12856, PG 580

N/F

418 SOUTH BLOODWORTH

STREET LLC

PIN # 1703876028

DB 12856, PG 576

N/F

BEVERLY B. SMITH

PIN # 1703876121

DB 14602, PG 1161

N/F

GUESTHOUSE, LLC

PIN # 1703876033

DB 16543, PG 1235

5,069 SQFT

0.12 ACRES

4.29'

4.29'

11.22'

5.33'

5.31'

12.00'

7.00'

13.17'

27.33'

13.17'

EXISTING PLAN BASED ON SURVEY BY

SUMMIT COASTAL SURVEYING & MAPPING

ENTITLED "BOUNDARY & TOPOGRAPHIC

SURVEY - 420 BLOODWORTH STREET,

RALEIGH, WAKE COUNTY NC"

DATED: 7/21/2016

39.9' EX. B-B

5.0' EX. CONCRETE

SIDEWALK

62.2'

66' RIGHT-OF-WAY

4.29'

4.29'

11.22'

5.33'

5.31'

12.00'

7.00'

13.17'

27.33'

13.17'

Project

Seals

Client

Drawn By

Checked By

Date Issued

JOHN A. EDWARDS & COMPANY

Consulting Engineers

and Land Surveyors

NC License F-0289

333 Wade Ave., Raleigh, N.C. 27605

Phone: (919) 828-4428

Fax: (919) 828-4711

E-mail: info@jaeco.com

www.jaeco.com

JAECO #

Client

GUEST HOUSE

420 S. BLOODWORTH ST

RALEIGH, NC 27601

GUEST HOUSE, LLC

215 HAYWOOD STREET

RALEIGH, NC 27601

Drawing

Title

Revisions

Number Description Date

Approvals

1 CITY OF RALEIGH COMMENTS 3/21/17

CE-3

10' 0 10' 20'

1"=10'

UTILITY

PLAN

SO

UT

H B

LO

OD

WO

RT

H S

TR

EE

T

66' P

UB

LIC

R

IG

HT

O

F W

AY

N/F

CITY OF RALEIGH

PIN # 1703876040

DB 16685, PG 118

N/F

MARKETTE

WAGNER-HOLLAND

PIN # 1703865984

DB 8727, PG 2239

N/F

313 EAST CABARRUS STREET

LLC

PIN # 1703865919

DB 12856, PG 568

N/F

418 SOUTH BLOODWORTH

STREET LLC

PIN # 1703876028

DB 12856, PG 576

6"x6"x2" TAPPING

SLEEVE & VALVE

BACKFLOW PREVENTER

IN BASEMENT

2" DOMESTIC

WATER METER

2" DOMESTIC

WATER LINE

2" GATE VALVE

PROPOSED

RETAINING

WALL

6" PVC SANITARY

SEWER SERVICE

(TYP)

SANITARY SEWER

CLEANOUT (TYP)

CURB STOP

HOSE LAY

PATH (307')

HOSE LAY

PATH (295')

HOSE LAY

PATH (TYP)

CABARRUS STREET

ACCESS GATE

ACCESS GATE

1 3/17/17 REVIEW COMMENTS

02/17/2017NNA

GuestHousePhase2.vwx2016_0001Permit Set

A300

Building Elevations

Structural:Lysaght & Associates120 Saint Marys St.Raleigh, NC 27605919-833-0495

Guest HousePhase 2420 S. Bloodworth St.Raleigh, NC 27601

311-200 W. Martin StreetRaleigh, NC 27601

919.821.2775919.821.0804 faxartarc@clearscapes.com

CONSULTANTS

SEALS

PROJECT

REVISIONS

PROJECT DATA

DATE:

PRINTING:PROJECT NO:FILENAME:CHECKED:DRAWN:

SHEET DATA

SHEET NO.

NO. DATE OF REVISION

AF E D C B

5

4

3

2

1

AF E D C B

ASR DRAWINGS02/17/2017

ASR DRAWINGS02/17/2017

ADDI

TION

RENO

VATI

ON

SIDE (NORTH) ELEVATIONScale: 1/8" = 1'-0"

4A300

SIDE (SOUTH) ELEVATIONScale: 1/8" = 1'-0"

2A300

ADDI

TION

RENO

VATI

ON

ADDI

TION

RENO

VATI

ON

ADDI

TION

RENO

VATI

ON

1

REAR (WEST) ELEVATIONScale: 1/8" = 1'-0"

3A300

F.F.E. 1ST FLOOR311'-2 1/2"

F.F.E. 2ND FLOOR322'-1/2"

T.O. RIDGE340'-1 1/2"

REAR ENTRY

REAR DECK

RAMPING ACCESS TO REAR ENTRY

SHED FOR LONG-TERM BICYCLE PARKING

RAMP ACCESS TO REAR ENTRY

NEW BRICK RETAINING WALL

REFUSE CONTAINER SCREENING

FRONT (EAST) ELEVATIONScale: 1/8" = 1'-0"

1A300

F.F.E. BASEMENT302'-0"

F.F.E. 1ST FLOOR311'-2 1/2"

F.F.E. BASEMENT ENTRY303'-6"

F.F.E. 2ND FLOOR322'-1/2"

T.O. RIDGE341'-1/2"

3'-6"

3'-6"

32'-4

"

NEW BRICK RETAINING WALL ALONG SIDEWALK

NEW CONCRETE STAIRS

RAMPING ACCESS TO MAIN REAR ENTRYNEW BRICK RETAINING WALL SLOPING WITH ACCESS PATH

3'-6"

BASEMENT ENTRYREAR DECKSHED FOR LONG-TERM BICYCLE PARKING

NEW BRICK RETAINING WALL

12'-5

"

33'-4"

RELOCATED HISTORIC HOUSE MEETS FACADE ARTICULATION STANDARD. - FRONT WALL LENGTH WITHOUT OFFSET = 33’-4” (40’ MAX)

RELOCATED HISTORIC HOUSE MEETS TRANSPARENCY STANDARDS.- GROUND STORY = 22% (20% MIN.)- UPPER STORY = 16% (15% MIN.)(SEE TRANSPARENCY CALCULATIONS BELOW)

5'-6" 6'-8" 6'-8" 5'-6"

RELOCATED HISTORIC HOUSE MEETS BLANK WALL STANDARDS.- BLANK WALL AREA: 5’-6” + 6’-8” + 6’-8” + 5’-6” = 24’-4” (35’ MAX.)

UPPER STORY WINDOW 1 = 16 SFWINDOW 2 = 16 SFWINDOW 3 = 16 SF

= 48 SFWALL AREA = 302 SFTRANSPARENCY = 16%

16 SF

TRANSPARENCY CALCULATIONS

27 SF 27 SF

GROUND STORY WINDOW 1 = 27 SFWINDOW 2 = 27 SFDOOR = 27 SF

= 81 SFWALL AREA = 361 SFTRANSPARENCY = 22%

REFUSE CONTAINER SCREENING

6'-0"