city of raleigh administrative development services department · alternates, etc: design...

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S-32-18 832 Springfield Subdivision 1 City of Raleigh Development Services Department One Exchange Plaza Raleigh, NC 27602 (919) 996-2495 [email protected] www.raleighnc.gov Administrative Approval Action S-32-18 / 832 Springfield Subdivision Transaction # 563617, AA # 3932 LOCATION: This site is located on the south side of Spring Forest Road, west side of Falls of Commons Drive, and north side of Springfield Commons Drive. The site is addressed at 832 Springfield Commons Dr, which is inside City limits. REQUEST: Subdivision of a 1.99-acre tract zoned CX-3-PL-CU (Z-43-90) into 2 lots for commercial use. DESIGN ADJUSTMENT(S)/ ALTERNATES, ETC: Design adjustments have been submitted to the cross access standards of UDO Article 8.3 and for reduced right-of-way dedication on lot 2. The applicable section of the UDO is Article 8.5. FINDINGS: City Administration finds that this request, with the below conditions of approval being met, conforms to the Unified Development Ordinance. This approval is based on a preliminary plan dated 12/27/2018 by Piedmont Land Design, LLP. CONDITIONS OF APPROVAL and NEXT STEPS: This document must be applied to the second sheet of all future submittals except for final plats. This is a preliminary plan and as such no permits have been issued with this approval. To obtain permits and/or completion of the project, the following steps are required: CONCURRENT SITE REVIEW NOT REQUIRED AT THIS TIME However, plan revisions or further development that includes land disturbance of 12,000 square feet or greater, public or private infrastructure, shared stormwater devices, etc. will require concurrent site review. LEGAL DOCUMENTS - Email to [email protected]. Legal documents must be approved, executed, and recorded prior to or in conjunction with the recorded plat on which the associated easements are shown. Copies of recorded documents must be returned to the City within one business day of recording to avoid withholding of further permit issuance. City Code Covenant Slope Easement Stormwater Maintenance Covenant Transit Easement Utility Placement Easement Cross Access Easement Sidewalk Easement Public Access Easement Other:

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Page 1: City of Raleigh Administrative Development Services Department · ALTERNATES, ETC: Design adjustments have been submitted to the cross access standards of UDO Article 8.3 and for

S-32-18 832 Springfield Subdivision 1

City of Raleigh Development Services Department

One Exchange Plaza Raleigh, NC 27602

(919) 996-2495 [email protected]

www.raleighnc.gov

Administrative Approval Action

S-32-18 / 832 Springfield Subdivision Transaction # 563617, AA # 3932

LOCATION: This site is located on the south side of Spring Forest Road, west side of Falls of

Commons Drive, and north side of Springfield Commons Drive. The site is addressed at 832 Springfield Commons Dr, which is inside City limits.

REQUEST: Subdivision of a 1.99-acre tract zoned CX-3-PL-CU (Z-43-90) into 2 lots for

commercial use. DESIGN ADJUSTMENT(S)/ ALTERNATES, ETC: Design adjustments have been submitted to the cross access standards of UDO

Article 8.3 and for reduced right-of-way dedication on lot 2. The applicable section of the UDO is Article 8.5.

FINDINGS: City Administration finds that this request, with the below conditions of approval

being met, conforms to the Unified Development Ordinance. This approval is based on a preliminary plan dated 12/27/2018 by Piedmont Land Design, LLP.

CONDITIONS OF APPROVAL and NEXT STEPS: This document must be applied to the second sheet of all future submittals except for final plats. This is a preliminary plan and as such no permits have been issued with this approval. To obtain permits and/or completion of the project, the following steps are required:

☒ CONCURRENT SITE REVIEW NOT REQUIRED AT THIS TIME – However, plan revisions or further

development that includes land disturbance of 12,000 square feet or greater, public or private infrastructure, shared stormwater devices, etc. will require concurrent site review.

☒ LEGAL DOCUMENTS - Email to [email protected]. Legal documents must be

approved, executed, and recorded prior to or in conjunction with the recorded plat on which the associated easements are shown. Copies of recorded documents must be returned to the City within one business day of recording to avoid withholding of further permit issuance.

☐ City Code Covenant ☒ Slope Easement

☐ Stormwater Maintenance Covenant

☐ Transit Easement

☒ Utility Placement Easement ☐ Cross Access Easement

☐ Sidewalk Easement ☐ Public Access Easement

☐ Other:

Page 2: City of Raleigh Administrative Development Services Department · ALTERNATES, ETC: Design adjustments have been submitted to the cross access standards of UDO Article 8.3 and for

S-32-18 832 Springfield Subdivision 2

City of Raleigh Development Services Department

One Exchange Plaza Raleigh, NC 27602

(919) 996-2495 [email protected]

www.raleighnc.gov

Administrative Approval Action

S-32-18 / 832 Springfield Subdivision Transaction # 563617, AA # 3932

☒ RECORDED MAP(S) - Submit plat to record new property lines, easements, tree conservation areas,

etc.). Plats may be submitted for review when the Concurrent Site Review plans, if required, have been deemed ready for mylar signature. The following items must be approved prior to recording the plat:

Engineering

1. The required right of way for proposed and/or existing streets shall be dedicated to the City of

Raleigh and shown on the map approved for recordation.

2. A 5’ general utility easement and associated deed of easement shall be approved by the City and the location of the easement shall be shown on the map approved for recordation. The deed of easement shall be recorded at Wake County Register of Deeds within one day of recordation of the recorded plat. A recorded copy of these documents must be provided to the Development Services Department within one day from authorization of lot recordation. If recorded copies of the documents are not provided, further recordings and building permit issuance will be withheld.

3. A fee-in-lieu for widening of Spring Forest Road and Springfield Commons Drive along the subdivision frontage is paid to the City of Raleigh (UDO 8.1.10). In addition, fee in lieu for 1’ of sidewalk width along the Spring Forest Road, Falls of Commons and Springfield Commons Drives will be required.

4. A public infrastructure surety shall be provided to the City of Raleigh Development Services – Development Engineering program (UDO 8.1.3).

☒BUILDING PERMITS – For buildings and structures shown on the approved plans. Commercial

building permit plans must include the signed, approved Concurrent Site Review plans attached, if applicable. Permit sets may be reviewed prior to the recordation of required plats, but cannot be approved. The following items must be approved prior to the issuance of building permits: Engineering

1. A right-of-way obstruction permit shall be obtained from Right-of-way Services for any

construction activity within the right-of-way.

Urban Forestry

2. A tree impact permit must be obtained for the approved streetscape tree installation in the right of way. This development proposes 8 new street trees along Spring Forest Road, 10 street

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Page 14: City of Raleigh Administrative Development Services Department · ALTERNATES, ETC: Design adjustments have been submitted to the cross access standards of UDO Article 8.3 and for

MSPRINGFIELD COMMONS DRIVE

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SPRING FOREST ROAD

NEW LOT 1 NEW LOT 2

DWG. NO.

CHECKED BY:

DRAWN BY:

PROJECT:

REVISIONS:

ISSUED:

PLDPIEDMONT LAND DESIGN, LLP

19 JULY 2018

CRPJDL

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COVERSHEET

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RALEIGH, NORTH CAROLINA

832 SPRINGFIELD COMMONS DRIVE

PRELIMINARY SUBDIVISION PLANS FOR:

GENERAL NOTES

CITY OF RALEIGH SITE PLAN INFORMATION

DRAWING INDEX

VICINITY MAP

SITE

NORTH

TRANSACTION NO. 563617

832 SPRINGFIELDSUBDIVISION

Piedmont Land Design, LLP

CASE #: S-32-18

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N/F FERNANDO & CAROL PUENTE DB 6112, PG 410 PIN: 1717.17-10-8122
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N/F CN INVESTORS DB 6527, PG 142 PIN: 1717.17-10-4538
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N/F RIDGEFIELD AWH LLC DB 14218, PG 1794 BM 1992, PG 1204 PIN: 1717.17-10-5133
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NF 900 SPRINGFIELD COMMONS DB 15144, PG 2138 BM 2013, PG 144 PIN: 1717.17-20-0731
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N/F LOUAY & BAHA TAPPOUNI DB 8260, PG 1096 PIN: 1717.17-10-9289
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COVER
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0.604 AC. (26,299 SF)
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1.273 AC (55,463 SF.)
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8522-204 SIX FORKS ROAD RALEIGH, NORTH CAROLINA 27615 919.845.7600 PHONE 919.845.7703 FAX
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1 14 AUG 2018
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REVISED PER CITY COMMENTS
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2 22 SEPT 2018
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REVISED PER CITY COMMENTS
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3 5 DEC 2018
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REVISED PER CITY COMMENTS
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4 27 DEC 18
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REVISED PER CITY COMMENTS
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0
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FIRM LICENSE #F-0843
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c/o ALEX KELLY
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c/o DAVID LASLEY
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(919) 845-7703 (FAX)
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(919) 845-7600 (PHONE)
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RALEIGH , NORTH CAROLINA 27615
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8522-204 SIX FORKS ROAD
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PIEDMONT LAND DESIGN, LLP
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17. CONTACT PERSON
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(NEW ADDRESS TO BE ASSIGNED TO NEW LOT 1)
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832 SPRINGFIELD SUBDIVISION
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1. DEVELOPMENT NAME:
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2. STREET ADDRESS:
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THIS PLAN REQUIRES APPROVAL BY PLANNING COMMISSION OR CITY COUNCIL: YES NO
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5. TOTAL AREA:
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4. TOTAL NUMBER OF LOTS:
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3. WAKE COUNTY P.I.N.:
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9. ZONING:
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16. OWNER/DEVELOPER:
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12. INSIDE CITY LIMITS:
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14. INSIDE FALLS LAKE OR SWIFT CREEK DRAINAGE AREA:
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13. INSIDE FLOOD HAZARD BOUNDARY:
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NO
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NO
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YES
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2820 SELWYN AVENUE
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CX-3-PL-CU
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1717-10-7461 (NEW PINS TO BE ASSIGNED)
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2
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1.99 AC. (86,748 SF)
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CHARLOTTE, NC 28209
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STANCHION ASSET PARTNERS, LLC
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(704) 817-3675 (PHONE)
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X
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SUITE 500
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SCALE: 1" = 500'
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1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF RALEIGH AND THE STATE OF NORTH CAROLINA STANDARDS AND SPECIFICATIONS. 2. CONTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL (1-800-632-4949) CONTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL (1-800-632-4949) LOCATE ALL EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. 3. CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL EXISTING CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR CONFLICTS PRIOR TO BEGINNING CONSTRUCTION. 4. SURVEY AND HORIZONTAL/VERTICAL DATUM INFORMATION IS TAKEN FROM AN SURVEY AND HORIZONTAL/VERTICAL DATUM INFORMATION IS TAKEN FROM AN AS-BUILT SURVEY BY JOHN A. EDWARDS AND COMPANY. 5. THE SUBJECT PROPERTIES ARE LOCATED WITHIN AN AREA HAVING A ZONE THE SUBJECT PROPERTIES ARE LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATIONS "X" BY FEMA PANELS 3720171700J WITH AN EFFECTIVE DATE OF MAY 2, 2006. SUBJECT PROPERTY IS NOT LOCATED IN A FLOOD HAZARD AREA. 6. NO NEW IMPERVIOUS SURFACE IS PROPOSED WITH THIS SUBDIVISION NO NEW IMPERVIOUS SURFACE IS PROPOSED WITH THIS SUBDIVISION THEREFORE A STORMWATER CONTROL PLAN IS NOT REQUIRED.
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SITE 1 COVER SHEET COVER SHEET SITE 2 EXISTING CONDITIONS PLAN EXISTING CONDITIONS PLAN SITE 3 PRELIMINARY SUBDIVISION PLAN PRELIMINARY SUBDIVISION PLAN SITE 4 LANDSCAPE PLAN RECORDED MAP (BM 1992/PG 1204)
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6. TOTAL AREA IN DEDICATED R/W:
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0.114 AC. (4,985 SF)
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7. AVERAGE LOT SIZE:
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0.933 AC.
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8. MINIMUM LOT SIZE:
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0.604 AC.
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832 SPRINGFIELD COMMONS DRIVE
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RALEIGH, NORTH CAROLINA
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15. FLOOR AREA RATIO FOR NEW LOT 2:
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8,669 SF./55,473 SF. (1.27 AC.) = 0.156
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ALEX KELLY MEMBER
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10. PARKING REQUIRED:
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1 SPACE/150 SF OR 1/5 SEATS (RESTAURANT USE)
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8,669 SF = 58 SPACES OR
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11. PARKING PROVIDED:
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55 SPACES (LOT 1) (3 REMOVED AT NEW ACA RAMP)
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SPRINGFIELD COMMONS DR
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SPRING FOREST RD.
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RIDGEFIELD DR.
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FALLS OF NEUSE ROAD
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RIDGEFIELD DR.
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832 Springfield Partners, LLC
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155 SEATS = 31 SPACES
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%%U69%%U SPACES (LOT 2)
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124 SPACES TOTAL
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60,205
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60,017
Page 15: City of Raleigh Administrative Development Services Department · ALTERNATES, ETC: Design adjustments have been submitted to the cross access standards of UDO Article 8.3 and for

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REFER TO DWG. NO. SD 1 FOR GENERAL NOTES

TREE LEGEND

TRANSACTION NO. 563617

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EIP
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EXISTING 1-STORY BUILDING
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EXIST. PARKING LOT
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EXIST. DRIVEWAY
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41' B-B
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EXIST. 8" DIP SANITARY SEWER
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EXIST. DUMPSTER PAD
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EXIST. 8" DIP WATERLINE
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SSMH
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SSMH
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15" RCP
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WV
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WV
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WV
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HYD
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EXIST. TRANSFORMER PAD
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15" RCP
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12" RCP
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DI
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ICV
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APPROX. LOCATION OF EXIST. UNDERGROUND JB
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EXIST. RIP RAP
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36" RCP
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36" RCP
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12" RCP
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N/F RIDGEFIELD AWH LLC DB 14218, PG 1794 BM 1992, PG 1204 PIN: 1717.17-10-5133
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TRANS PADS
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SIGN
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MAGS
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10' CP&L EASEMENT AROUND BASE OF ENCLOSURE ON PAD DB 5495, PG 779
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10' CP&L EASEMENT AROUND BASE OF ENCLOSURE ON PAD DB 5495, PG 779
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EXIST. WOOD TRELLIS
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SIDEWALK(TYP.)
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PATIO
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PATIO
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RAMP
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RAMP
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POINT OF BEGINNING N=770,266.82' E=2,111,533.10' NAD 83(2011)
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WM
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N/F FERNANDO & CAROL PUENTE DB 6112, PG 410 PIN: 1717.17-10-8122
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VAULT
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VAULT
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VAULT
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EXIST. 8" DIP WATERLINE
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EIP
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EIP
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EIP
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EIP
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HLY T-6"
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HW-11"
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HW-14"
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O-28"
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O-30"
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41' B-B
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N/F CN INVESTORS DB 6527, PG 142 PIN: 1717.17-10-4538
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N/F RIDGEFIELD AWH LLC DB 14218, PG 1794 BM 1992, PG 1204 PIN: 1717.17-10-5133
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NF 900 SPRINGFIELD COMMONS DB 15144, PG 2138 BM 2013, PG 144 PIN: 1717.17-20-0731
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41' B-B
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N/F LOUAY & BAHA TAPPOUNI DB 8260, PG 1096 PIN: 1717.17-10-9289
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EXIST. TREE (TYP. - REFER TO TREE LEGEND ON THIS SHEET)
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EXIST. 24" DI WATERLINE
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EXIST. 8" DIP WATERLINE
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BM 1992, PG 1204 1.9915 AC.
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EXIST. 45' PUBLIC R.O.W.
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AVENUE 2 LANE UNDIVIDED STREET (64' R/W, 36' B/B)
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AVENUE 2 LANE UNDIVIDED STREET (64' R/W, 36' B/B)
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EXIST. 60' PUBLIC R.O.W.
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EX COND
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CURVE TABLE
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CURVE
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LENGTH
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C1
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47.13
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30.00
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S84°40'00"W
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42.43
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C2
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54.98
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30.00
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N02°10'14"E
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47.60
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C3
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71.89
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322.50
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S48°15'45"W
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71.74
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C4
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44.00
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312.92
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S39°41'33"W
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43.96
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65' B-B
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41' B-B
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APPROXIMATE LOCATION 30' STORM DRAINAGE EASEMENT BM 1992, PG 1204
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AVENUE 4-LANE, DIVIDED 104' R/W, 76' B/B
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EXIST. 90' PUBLIC R.O.W.
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BM 1992, PG 1204
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CENTERLINE
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CENTERLINE
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8522-204 SIX FORKS ROAD RALEIGH, NORTH CAROLINA 27615 919.845.7600 PHONE 919.845.7703 FAX
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1 14 AUG 2018
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REVISED PER CITY COMMENTS
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2 22 SEPT 2018
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REVISED PER CITY COMMENTS
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3 5 DEC 2018
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FIRM LICENSE #F-0843
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ABBREVIATION
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TREE TYPE
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HW
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UNKNOWN HARDWOOD
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MAPLE
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DOGWOOD
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OAK
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CHERRY
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TREE SIZES LISTED IN INCHES AFTER ABBREVIATION, A "D" AFTER THE ABBREVIATION DENOTES DOUBLE TRUNK, A "T" AFTER THE ABBREVIATION DENOTE TRIPLE TRUNK & A "Q" AFTER THE ABBREVIATION DENOTE A QUADRUPLE TRUNK
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Page 16: City of Raleigh Administrative Development Services Department · ALTERNATES, ETC: Design adjustments have been submitted to the cross access standards of UDO Article 8.3 and for

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N53° 31' 21"W

166.99'

S54° 39' 21"W

63.31'

N39° 39' 11"E

413.36'

W

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W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

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SPRING FOREST ROAD

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LL

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FC

OM

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IVE

SPRINGFIELD COMMONS DRIVE

NE

W P

RO

PE

RT

Y L

IN

E

NEW LOT 1 NEW LOT 213

5'

39

'

4'

167'247'

105'

45'

111'

7

2

'

6

1

'

5

5

'

159'

4

7

'

167'

S50° 20' 49"E

166.92'

415

414

414

DWG. NO.

CHECKED BY:

DRAWN BY:

PROJECT:

REVISIONS:

ISSUED:

PLDPIEDMONT LAND DESIGN, LLP

19 JULY 2018

CRPJDL

SCSAP2

PRELIMINARYSUBDIVISION

PLAN

SD 3

NOT FOR CONSTRUCTIONPRELIMINARY

NORTH

RA

LE

IGH

, NO

RT

H C

AR

OL

INA

83

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PR

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CO

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ON

S D

RIV

E

83

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PR

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BD

IVIS

ION

REFER TO DWG. NO. SD 1 FOR GENERAL NOTES

REFER TO DWG. NO. SD 4 FOR LANDSCAPE NOTES AND DETAILS

TRANSACTION NO. 563617

NOTES:

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CH-10"
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65' B-B
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41' B-B
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ICV(2)
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N/F FERNANDO & CAROL PUENTE DB 6112, PG 410 PIN: 1717.17-10-8122
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CH-11"
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CH-7"
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HW-10"
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BH-11"
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HLY T-6"
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HW-11"
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HW-5"
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HW-3"
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HW-10"
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MAP-12"
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MAP-12"
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MAP-9"
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HW-10"
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HW-11"
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HW-9"
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HW-2"
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HW-14"
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BH T-11"
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BH Q-7"
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BH T-8"
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CH-4"
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CH-4"
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HW-3"
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HW-6"
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HW-9"
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O-28"
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O-30"
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O-23"
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O-22"
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BH T-7"
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HW-3"
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HW-3"
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EXIST. DRIVEWAY
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EXIST. DRIVEWAY
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EXIST. WOOD TRELLIS
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RAMP
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EXIST. DUMPSTER PAD
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TRANS PADS
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VAULT
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VAULT
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BM 1992, PG 1204
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EXIST. 90' PUBLIC R.O.W.
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AVENUE 4-LANE, DIVIDED 104' R/W, 76' B/B
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10' CP&L EASEMENT AROUND BASE OF ENCLOSURE ON PAD DB 5495, PG 779
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41' B-B
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EXIST. RIP RAP
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EXIST. TRANSFORMER PAD
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N/F CN INVESTORS DB 6527, PG 142 PIN: 1717.17-10-4538
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N/F RIDGEFIELD AWH LLC DB 14218, PG 1794 BM 1992, PG 1204 PIN: 1717.17-10-5133
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NF 900 SPRINGFIELD COMMONS DB 15144, PG 2138 BM 2013, PG 144 PIN: 1717.17-20-0731
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41' B-B
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N/F LOUAY & BAHA TAPPOUNI DB 8260, PG 1096 PIN: 1717.17-10-9289
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EXIST. PARKING LOT
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EXIST. WOOD TRELLIS (TYP.)
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EXIST. TREE (TYP.)
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+
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+
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AVENUE 2 LANE UNDIVIDED STREET (64' R/W, 36' B/B)
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EXIST. 60' PUBLIC R.O.W.
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EXIST. 45' PUBLIC R.O.W.
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AVENU2 2 LANE UNDIVIDED STREET(64' R/W, 36' B/B)
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STAKING
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LANDSCAPE
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SUBD
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0.604 AC. (26,299 SF)
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1.273 AC (55,463 SF.)
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CURVE TABLE
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CURVE
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LENGTH
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RADIUS
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CHORD BEARING
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CHORD LENGTH
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C1
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47.13
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30.00
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S84°40'00"W
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42.43
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C2
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54.98
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30.00
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N02°10'14"E
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47.60
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C3
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71.89
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322.50
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S48°15'45"W
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71.74
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C4
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44.00
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312.92
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S39°41'33"W
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43.96
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65' B-B
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41' B-B
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EX. 5' WIDE CONCRETE SIDEWALK
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EXISTING EDGE OF PAVEMENT
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EXISTING ASPHALT PAVING
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EXISTING 24" CONCRETE CURB & GUTTER
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EXISTING BUILDING
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NEW 7' R/W DEDICATION ( OF 12 OF 104' R/W)
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NEW 9.5' R/W DEDICATION ( OF 64' R/W)12 OF 64' R/W)
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NEW 2' R/W DEDICATION ( OF 64' R/W)12 OF 64' R/W)
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EX. 5' WIDE CONCRETE SIDEWALK
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EX. 5' WIDE CONCRETE SIDEWALK
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5' BUILDING SETBACK
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10' PARKING SETBACK
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0-6' BLDG. SETBACK
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0-6' BLDG. SETBACK
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0-3' PARKING SETBACK
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0-3' PARKING SETBACK
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0-6' BUILDING SETBACK
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0-3' PARKING SETBACK
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10' PARKING SETBACK
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5' BLDG SETBACK & UTIL. EASEMENT
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10' PARKING SETBACK
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5' BLDG SETBACK & UTIL. EASEMENT
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10' PARKING SETBACK
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5' BLDG. SETBACK & UTIL. EASEMENT.
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414
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415
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413
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412
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411
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410
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409
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408
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405
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415
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414
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413
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CENTERLINE
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CENTERLINE
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CENTERLINE
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EX. 5' WIDE CONCRETE SIDEWALK TO R/W
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EX. 5' WIDE CONCRETE SIDEWALK TO R/W
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HC
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HC
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HC
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HC
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HC
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HC
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HC
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HC
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HC
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8.50' SPACES THIS ROW
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APPROXIMATE LOCATION 30' STORM DRAINAGE EASEMENT BM 1992, PG 1204
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36" RCP
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EXISTING TREES IN SPRING FOREST RD. STREETYARD SHALL BE REMOVED TO GRADE OUT ULTIMATE GRADE AT NEW DEDICATED R/W.
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EXISTING TREES TO REMAIN WITH 1.25' PER CALIPER INCH ROOT PROTECTION ZONE-8' MIN (TYP.)
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NEW 5' WIDE UTILITY EASEMENT
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NEW 8' WIDE SLOPE EASEMENT ON LOT 2
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NEW RETAINING WALL (4' MAX. HEIGHT)
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NEW 5' SIDEWALK AND RAMPS TO PROVIDE ADA ACCESS TO LOT 1 (REMOVE 3 SPACES)
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RELOCATE EXISTING LIGHT POLE AS SHOWN
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TREE PROTECTION FENCE
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HC
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HC
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HC
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UPGRADE EXIST. HC RAMPS TO CURRENT ADA STANDARDS (TYP.)
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NEW STREET TREE (TYP.)
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AREA BETWEEN WALL AND R/W SHALL BE GRADED SUCH THAT ULTIMATE WIDENED ROAD ELEVATION IS MET AT R/W (TYP.)
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8522-204 SIX FORKS ROAD RALEIGH, NORTH CAROLINA 27615 919.845.7600 PHONE 919.845.7703 FAX
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1 14 AUG 2018
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REVISED PER CITY COMMENTS
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2 22 SEPT 2018
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REVISED PER CITY COMMENTS
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3 5 DEC 2018
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REVISED PER CITY COMMENTS
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4 27 DEC 18
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REVISED PER CITY COMMENTS
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0
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SCALE IN FEET
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60
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40
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20
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FIRM LICENSE #F-0843
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1. A FEE-IN-LIEU FOR 1' OF SIDEWALK SHALL BE PAID FOR ALL THREE STREET FRONTAGES. A FEE-IN-LIEU FOR 1' OF SIDEWALK SHALL BE PAID FOR ALL THREE STREET FRONTAGES. 2. CROSS-ACCESS AGREEMENTS SHALL BE PROVIDED FOR BOTH LOTS. CROSS-ACCESS AGREEMENTS SHALL BE PROVIDED FOR BOTH LOTS. 3. PARKING AND BUILDING SETBACKS SHOWN ARE BASED ON UDO SECTION 3.2.5 FOR CX PARKING AND BUILDING SETBACKS SHOWN ARE BASED ON UDO SECTION 3.2.5 FOR CX ZONING. 4. EXISTING ADA RAMPS SHALL BE REBUILT TO CURRENT STANDARDS. EXISTING ADA RAMPS SHALL BE REBUILT TO CURRENT STANDARDS. 5. A NET REDUCTION IN IMPERVIOUS SURFACE OF 188 SF. IS PRODUCED BY THIS SUBDIVISION A NET REDUCTION IN IMPERVIOUS SURFACE OF 188 SF. IS PRODUCED BY THIS SUBDIVISION PLAN.
Page 17: City of Raleigh Administrative Development Services Department · ALTERNATES, ETC: Design adjustments have been submitted to the cross access standards of UDO Article 8.3 and for

N53° 31' 21"W

166.99'

S54° 39' 21"W

63.31'

N39° 39' 11"E

413.36'

T

T

M

SPRING FOREST ROAD

FA

LL

S O

FC

OM

MO

NS

DR

IVE

SPRINGFIELD COMMONS DRIVE

NE

W P

RO

PE

RT

Y L

IN

E

NEW LOT 1 NEW LOT 213

5'

39

'

4'

167'247'

105'

45'

111'

7

2

'

6

1

'

5

5

'

159'

4

7

'

167'

ZS-22

S50° 20' 49"E

166.92'

DWG. NO.

CHECKED BY:

DRAWN BY:

PROJECT:

REVISIONS:

ISSUED:

PLDPIEDMONT LAND DESIGN, LLP

19 JULY 2018

CRPJDL

SCSAP2

PRELIMINARYLANDSCAPE

PLAN

SD 4

NOT FOR CONSTRUCTIONPRELIMINARY

NORTH

RA

LE

IGH

, NO

RT

H C

AR

OL

INA

83

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PR

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CO

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ON

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REFER TO DWG. NO. SD 1 FOR GENERAL NOTES

TRANSACTION NO. 563617

COMMON NAMEBOTANICAL NAME REMARKSRO

OT

HT

.

CA

L.

QU

AN

.

KE

Y PLANT LIST

TREES

LANDSCAPE NOTES

SHRUBS

LANDSCAPE CALCULATIONS

ABBREVIATION

TREE LEGEND

TREE TYPE

HW

UNKNOWN

HARDWOOD

MAPLE

DOGWOOD

OAK

CHERRY

TREE SIZES LISTED IN INCHES AFTER

ABBREVIATION, A "D" AFTER THE

ABBREVIATION DENOTES DOUBLE

TRUNK, A "T" AFTER THE

ABBREVIATION DENOTE TRIPLE

TRUNK & A "Q" AFTER THE

ABBREVIATION DENOTE A

QUADRUPLE TRUNK

CH

O

DW

MAP

BIRCHBH

AutoCAD SHX Text
CH-10"
AutoCAD SHX Text
41' B-B
AutoCAD SHX Text
ICV(2)
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N/F FERNANDO & CAROL PUENTE DB 6112, PG 410 PIN: 1717.17-10-8122
AutoCAD SHX Text
CH-11"
AutoCAD SHX Text
CH-7"
AutoCAD SHX Text
HW-10"
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BH-11"
AutoCAD SHX Text
HLY T-6"
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HW-11"
AutoCAD SHX Text
HW-5"
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HW-3"
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HW-10"
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MAP-12"
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MAP-12"
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MAP-9"
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HW-10"
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HW-11"
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HW-9"
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HW-2"
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HW-14"
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BH T-11"
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BH Q-7"
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BH T-8"
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CH-4"
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CH-4"
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HW-3"
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HW-6"
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HW-9"
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O-28"
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O-30"
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O-23"
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O-22"
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BH T-7"
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HW-3"
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HW-3"
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BM 1992, PG 1204
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EXIST. 90' PUBLIC R.O.W.
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AVENUE 4-LANE, DIVIDED 104' R/W, 76' B/B
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41' B-B
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N/F CN INVESTORS DB 6527, PG 142 PIN: 1717.17-10-4538
AutoCAD SHX Text
N/F RIDGEFIELD AWH LLC DB 14218, PG 1794 BM 1992, PG 1204 PIN: 1717.17-10-5133
AutoCAD SHX Text
NF 900 SPRINGFIELD COMMONS DB 15144, PG 2138 BM 2013, PG 144 PIN: 1717.17-20-0731
AutoCAD SHX Text
41' B-B
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N/F LOUAY & BAHA TAPPOUNI DB 8260, PG 1096 PIN: 1717.17-10-9289
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EXIST. TREE (TYP.)
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AVENUE 2 LANE UNDIVIDED STREET (64' R/W, 36' B/B)
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EXIST. 60' PUBLIC R.O.W.
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EXIST. 45' PUBLIC R.O.W.
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AVENU2 2 LANE UNDIVIDED STREET(64' R/W, 36' B/B)
AutoCAD SHX Text
LANDSCAPE
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SUBD
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0.604 AC. (26,299 SF)
AutoCAD SHX Text
1.273 AC (55,463 SF.)
AutoCAD SHX Text
CURVE TABLE
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CURVE
AutoCAD SHX Text
LENGTH
AutoCAD SHX Text
RADIUS
AutoCAD SHX Text
CHORD BEARING
AutoCAD SHX Text
CHORD LENGTH
AutoCAD SHX Text
C1
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47.13
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30.00
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S84°40'00"W
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42.43
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C2
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54.98
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30.00
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N02°10'14"E
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47.60
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C3
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71.89
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322.50
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S48°15'45"W
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71.74
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C4
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44.00
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312.92
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S39°41'33"W
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43.96
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65' B-B
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41' B-B
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EXISTING EDGE OF PAVEMENT
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EXISTING ASPHALT PAVING
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EXISTING 24" CONCRETE CURB & GUTTER
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EXISTING BUILDING
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5' BUILDING SETBACK
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10' PARKING SETBACK
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0-6' BLDG. SETBACK
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0-6' BLDG. SETBACK
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0-3' PARKING SETBACK
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0-3' PARKING SETBACK
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0-6' BUILDING SETBACK
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0-3' PARKING SETBACK
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10' PARKING SETBACK
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5' BLDG SETBACK & UTIL. EASEMENT
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10' PARKING SETBACK
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5' BLDG SETBACK & UTIL. EASEMENT
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10' PARKING SETBACK
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5' BLDG. SETBACK & UTIL. EASEMENT.
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CENTERLINE
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CENTERLINE
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CENTERLINE
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HC
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HC
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HC
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HC
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HC
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HC
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HC
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HC
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HC
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8.50' SPACES THIS ROW
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EXISTING TREES IN SPRING FOREST RD. STREETYARD SHALL BE REMOVED TO GRADE OUT ULTIMATE GRADE AT NEW DEDICATED R/W.
AutoCAD SHX Text
EXISTING TREES TO REMAIN WITH 1.25' PER CALIPER INCH ROOT PROTECTION ZONE-8' MIN (TYP.)
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NEW 8' WIDE SLOPE EASEMENT ON LOT 2
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RELOCATE EXISTING LIGHT POLE AS SHOWN
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TREE PROTECTION FENCE
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HC
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HC
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HC
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NEW STREET TREE (TYP.)
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8522-204 SIX FORKS ROAD RALEIGH, NORTH CAROLINA 27615 919.845.7600 PHONE 919.845.7703 FAX
AutoCAD SHX Text
1 14 AUG 2018
AutoCAD SHX Text
REVISED PER CITY COMMENTS
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2 22 SEPT 2018
AutoCAD SHX Text
REVISED PER CITY COMMENTS
AutoCAD SHX Text
3 30 OCT 2018
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REVISED PER CITY COMMENTS
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0
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SCALE IN FEET
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60
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40
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20
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FIRM LICENSE #F-0843
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ZS
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3"
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B&B
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Zelkova serrata 'Green Vase'
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Green Vase Zelkova
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23
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10'
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1. CONTRACTOR SHALL REMOVE ALL WEEDS, ROCKS, CONSTRUCTION ITEMS, ETC., IN LANDSCAPE CONTRACTOR SHALL REMOVE ALL WEEDS, ROCKS, CONSTRUCTION ITEMS, ETC., IN LANDSCAPE AREAS DISTURBED BY CONSTRUCTION. LANDSCAPE BEDS SHALL BE SCARIFIED TO A DEPTH OF 6" AND GRADED SMOOTH TO ALLOW FOR POSITIVE DRAINAGE. 2. ALL NEW TREES AND SHRUBS ARE TO BE COMPLETELY COVERED WITH HARDWOOD SHREDDED ALL NEW TREES AND SHRUBS ARE TO BE COMPLETELY COVERED WITH HARDWOOD SHREDDED MULCH TO A MINIMUM DEPTH OF FOUR (4) INCHES BY (5) FIVE FOOT DIAMETER. 3. FINISHED GRADE IN LANDSCAPE ISLANDS SHALL BE INSTALLED SO THAT THEY ARE 1" LOWER FINISHED GRADE IN LANDSCAPE ISLANDS SHALL BE INSTALLED SO THAT THEY ARE 1" LOWER THAN THE TOP OF THE SURROUNDING CURBS. 4. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE. 5. ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE, DURING, ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE, DURING, AND AFTER INSTALLATION. 6. ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED. ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED. 7. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE OF THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH OCCURS AS A RESULT OF THE LANDSCAPE CONSTRUCTION. 8. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PLANS THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PLANS BEFORE PRICING THE WORK. 9. THE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING BUT THE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZING, ETC.) OF THE PLANTING AREAS AND LAWN UNTIL THE WORK IS ACCEPTED IN TOTAL BY THE OWNER. 10. THE CONTRACTOR SHALL COMPLETELY GUARANTEE PLANT MATERIAL INSTALLED ON FOR PRIVATE THE CONTRACTOR SHALL COMPLETELY GUARANTEE PLANT MATERIAL INSTALLED ON FOR PRIVATE PROPERTY FOR A PERIOD OF ONE YEAR (OR AS INDICATED IN THE LANDSCAPE SPECIFICATIONS) BEGINNING ON THE DATE OF TOTAL ACCEPTANCE. THE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS BEFORE OR AT THE END OF THE GUARANTEE PERIOD. 11. STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK" REPRESENT GUIDELINE STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK" REPRESENT GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL. 12. STREET TREES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE STREET TREES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF CHAPTER 2 OF THE CITY TREE MANUAL.
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ICC
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Ilex crenata 'compacta'
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Compact Japanese Holly
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x
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18"
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MC
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Myrica cerifera
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Wax Myrtle
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101
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18"
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STREET TREES: 1 TREE/40 LF REQUIRED SPRING FOREST ROAD: 434.54 LF/40 = 10 TREES REQUIRED/PROVIDED 434.54 LF/40 = 10 TREES REQUIRED/PROVIDED FALLS OF COMMONS DR.: 210.44 LF/40 = 5 TREES REQUIRED/PROVIDED 210.44 LF/40 = 5 TREES REQUIRED/PROVIDED SPRINGFIELD COMMONS DR.: 424.42 LF/40 = 10 TREES REQUIRED/PROVIDED 424.42 LF/40 = 10 TREES REQUIRED/PROVIDED