Administrative City of Raleigh Development Services Department … · 2020. 3. 4. ·...
8
Administrative Approval Action Case File / Name: ASR-SR-37-2019 East End Market City of Raleigh Development Services Department One Exchange Plaza Raleigh, NC 27602 (919) 996-2492 [email protected] www.raleighnc.gov LOCATION: This project is zoned IX-3 and is located on the east side of Progress Court, north of the intersection of Progress Court and E. Whitaker Mill Rd., at 2020 Progress Court. REQUEST: This is a renovation and change of use of an existing warehouse into 43,671 gross square footage of office space and 11,412 gross square footage of restaurant. No additions or expansions to either of the existing warehouses are being provided. One Design Adjustment (A-122-19) has been approved by the Board of Adjustment for this project, noted below. 1. A Design Adjustment has been approved waiving the block perimeter requirement (8.3). One Hardship Variance (A-127-19) has been approved by the Board of Adjustment for this project, noted below. 1. A Variance (A-127-19) waiving right of way dedication and street scape improvements . One Administrative Alternate (AAD-21-19) has been approved by the Planning Director for this project, noted below. 1. An Administrative Alternate has been approved allowing an alternative solid waste/dumpster location. DESIGN ADJUSTMENT(S)/ ALTERNATES, ETC: SPR-0001-2020: DSLC - Site Permitting Review/Major [Signature Set] 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 November 15, 2019 by Stewart. 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: þ BUILDING PERMITS - For buildings and structures shown on the approved plans. Commercial building permit plans must include the signed, approved Site Permitting 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: General The applicant shall provide proof of compliance with remote (Valet) parking standards by submitting a signed agreement or lease indicating that required off-street parking shall be provided as long as the principal use continues and the principal use shall be discontinued should the required off-street parking no longer be provided on these off-site parcels (UDO 7.1.5). 1. Engineering ASR-SR-37-2019 East End Market 1
Transcript of Administrative City of Raleigh Development Services Department … · 2020. 3. 4. ·...
AdministrativeApproval Action
Case File / Name: ASR-SR-37-2019East End Market
City of RaleighDevelopment Services Department
One Exchange Plaza
Raleigh, NC 27602
(919) 996-2492
www.raleighnc.gov
LOCATION: This project is zoned IX-3 and is located on the east side of Progress Court, north of the intersection of Progress Court and E. Whitaker Mill Rd., at 2020 Progress Court.
REQUEST: This is a renovation and change of use of an existing warehouse into 43,671 gross square footage of office space and 11,412 gross square footage of restaurant. No additions or expansions to either of the existing warehouses are being provided.
One Design Adjustment (A-122-19) has been approved by the Board of Adjustment for this project, noted below. 1. A Design Adjustment has been approved waiving the block perimeter requirement (8.3). One Hardship Variance (A-127-19) has been approved by the Board of Adjustment for this project, noted below. 1. A Variance (A-127-19) waiving right of way dedication and street scape improvements .
One Administrative Alternate (AAD-21-19) has been approved by the Planning Director for this project, noted below. 1. An Administrative Alternate has been approved allowing an alternative solid waste/dumpster location.
DESIGNADJUSTMENT(S)/ALTERNATES, ETC: SPR-0001-2020: DSLC - Site Permitting Review/Major [Signature Set]
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 November 15, 2019 by Stewart.
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:
þ BUILDING PERMITS - For buildings and structures shown on the approved plans. Commercial building permit plans must include the signed, approved Site Permitting 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:
General
The applicant shall provide proof of compliance with remote (Valet) parking standards by submitting a signed agreement or lease indicating that required off-street parking shall be provided as long as the principal use continues and the principal use shall be discontinued should the required off-street parking no longer be provided on these off-site parcels (UDO 7.1.5).
1.
Engineering
ASR-SR-37-2019 East End Market 1
AdministrativeApproval Action
Case File / Name: ASR-SR-37-2019East End Market
City of RaleighDevelopment Services Department
One Exchange Plaza
Raleigh, NC 27602
(919) 996-2492
www.raleighnc.gov
A right-of-way obstruction permit shall be obtained from Right-of-way Services for any construction activity within the right-of-way.
2.
A cross access agreement among the lots identified as PINs 1714196735 and 1714198573 shall be approved by the Development Services Department for recording in the Wake County Registry, and a copy of the recorded cross access easement shall be returned to the Development Services Department within one day of plat recordation. If a recorded copy of the document is not provided, further recordings and building permit issuance will be withheld.
3.
A public infrastructure surety shall be provided to the City of Raleigh Development Services – Development Engineering (UDO 8.1.3).
4.
Public Utilities
A plat must be recorded at the Wake County Register of Deeds office for all utility easement dedications.
5.
Urban Forestry
Submit a final tree conservation plan that includes metes and bounds descriptions of all tree conservation areas and tree protection fencing as required (UDO 9.1.5).
6.
Tree protection fence must be inspected by Urban Forestry staff prior to the issuance of a grading permit.
7.
A tree conservation plat shall be recorded with metes and bounds showing the designated tree conservation areas (UDO 9.1).
8.
The following are required prior to issuance of building occupancy permit:
General
All Water, Sanitary Sewer and Reuse facilities shall be installed, inspected, tested and accepted by the City of Raleigh Public Utilities Department for operations and maintenance.
1.
EXPIRATION DATES: The expiration provisions of UDO Section 10.2.8 E, including the ability to request extensions in the expiration date, apply to this site plan. If significant construction has not taken place on a project after administrative site review approval, that approval may expire and be declared void, requiring re-approval before permits may be issued. To avoid allowing this plan approval to expire the following must take place by the following dates:
3-Year Expiration Date: December 18, 2022Obtain a valid building permit for the total area of the project, or a phase of the project.
ASR-SR-37-2019 East End Market 2
EAST END MARKET
VICINITY MAP
SCALE: 1" = 500'
SITE
NORTH
CIVIL ENGINEERING - LANDSCAPE ARCHITECTURE - GEOMATICS - GEOTECHNICALCLIENT ARCHITECTURE
ATLAS STARK HOLDINGS
PO BOX 6309
RALEIGH, NC 27628
CONTACT: GABE GUILLOIS
919.656.4937 (T)
GENSLER
530 HILLSBOROUGH STREET
RALEIGH, NC 27603
CONTACT: ROB ALLEN
919.239.7828 (T)
919.239.7829 (F)
APPLICATION
2020 PROGRESS COURT
RALEIGH, NC 27608
ASR-SR-37-2019
SUBMITTED ON JUNE 6, 2019
RESUBMITTED ON AUGUST 28, 2019
EXPRESS REVIEW ON OCTOBER 31,2019
RESUBMITTED ON NOVEMBER 15, 2019
CITY OF RALEIGH
ADMINISTRATIVE SITE REVIEW
SITE DATA
PROJECT NAME: EAST END MARKET
SITE ADDRESS: 2020 PROGRESS COURT
COUNTY: WAKE
PARCEL PIN #: 1714198573
PARCEL OWNER:PROGRESS CT OWNER, LLC
PARCEL AREA:98,907 SF / 2.271 AC
TOTAL DISTURBED/ PROJECT AREA:43,711 SF / 1.003 AC
CURRENT ZONING: IX-3
EXISTING LAND USE: WAREHOUSE
PROPOSED USE: OFFICE / RESTAURANT
RIVER BASIN: NEUSE
CONSTRUCTION TYPE: RENOVATION OF BRICK & BLOCK WAREHOUSE
MAX BUILDING HEIGHT: 3 STORIES / 50'
PROPOSED BUILDING HEIGHT: 20' - 8"
EXISTING IMPERVIOUS AREA:95,052 SF / 2.182 AC
PROPOSED IMPERVIOUS AREA:89,040 SF / 2.044 AC
UTILITIES IMPROVEMENTS QTY
PRIVATE SEWER
8" PVC SEWER 56 LF
PUBLIC SEWER 0 LF
PRIVATE WATER
8" DIP FIRE 390 LF
6" DIP FIRE 100 LF
4" DIP FIRE 150 LF
4" DIP DOMESTIC 160 LF
FIRM LICENSE #: C-1051
www.stewartinc.com
PROJECT #: L19028
223 S. WEST STREET
SUITE 1100
RALEIGH, NC 27603
T 919.380.8750
STEWART INC. - GEOMATICS
CONTACT: FRANK G. MUNDY, II, PLS
DIRECTOR OF GEOMATICS
919.866.4806 (T)
919.380.8752 (F)
STEWART INC. - CIVIL ENGINEER
CONTACT: ROSS MASSEY, PE
STUDIO LEADER
919.866.4781 (T)
919.380.8752 (F)
STEWART INC. - LANDSCAPE ARCHITECTURE
CONTACT: COURTNEY LANDOLL, PLA
PROJECT MANAGER
919.866.4749 (T)
W
H
IT
A
K
E
R
M
IL
L
R
D
A
T
L
A
N
T
I
C
A
V
E
W
A
K
E
F
O
R
E
S
T
R
D
Sheet List Table
SHEET NUMBER SHEET NAME
C0.00 COVER SHEET
C0.01 GENERAL NOTES
C1.00 SEALED SURVEY
C1.01 EXISTING CONDITIONS PLAN
C2.00 DEMOLITION PLAN
C3.00 SITE PLAN
C3.10 AMENITY AREA PLAN
C3.20 WASTE MANAGEMENT PLAN
C3.50 FIRE ACCESS PLAN
C5.00 GRADING AND DRAINAGE PLAN
C6.00 UTILITY PLAN
C9.00 SITE DETAILS
C9.01 SITE DETAILS
C9.02 SITE DETAILS
C9.20 UTILITY DETAILS
C9.30 UTILITY DETAILS
C9.31 UTILITY DETAILS
L5.00 PLANTING PLAN
L5.10 TREE CONSERVATION AREA
L6.00 PLANTING DETAILS
L6.01 PLANTING DETAILS
A6.00
BUILDING ELEVATIONS - EXISTING AND PROPOSED
(PROGRESS ST)
ES1.00 SITE LIGHTING PLAN
OPTIMA ENGINEERING
150 FAYETTEVILLE STREET, SUITE 520
RALEIGH, NC 27601
CONTACT: SCOTT BROWN
919.926.2200 (T)
DESIGN ADJUSTMENT (CASE # A-122-19)
A DESIGN ADJUSTMENT WAS APPROVED FOR BLOCK PERIMETER.
VARIANCE (CASE # A-127-19)
A VARIANCE FROM RIGHT-OF-WAY DEDICATION AND STREETSCAPE
IMPROVEMENTS WAS APPROVED AT THE BOARD OF ADJUSTMENT
HEARING ON NOVEMBER 13, 2019.
ADMINISTRATIVE ALTERNATE (CASE # AAD-21-19)
AN ADMINISTRATIVE ALTERNATE FOR THE PROPOSED LOCATION OF
THE DUMPSTER WAS APPROVED BY THE APPEARANCE COMMISSION
ON NOVEMBER 7, 2019.
N
/F
J
O
R
D
A
N
C
. N
O
R
M
A
R
K
&
M
O
N
IC
A
H
N
O
R
M
A
R
K
D
B
1
3
8
2
5
, P
G
. 7
7
2
P
IN
: 1
7
1
4
-1
9
-8
9
6
1
N
/F
P
R
O
G
R
E
S
S
C
T
O
W
N
E
R
L
L
C
D
B
1
7
2
8
6
, P
G
. 2
4
7
8
L
O
T
2
- B
M
2
0
1
4
, P
G
. 1
3
4
9
P
IN
: 1
7
1
4
-1
9
-6
7
3
5
L
O
T
A
R
E
A
: 6
0
,7
9
1
S
F
/ 1
.3
9
6
A
C
R
E
S
N
/F
P
R
O
G
R
E
S
S
C
T
O
W
N
E
R
L
L
C
D
B
1
7
2
8
6
, P
G
. 2
4
6
3
L
O
T
1
- B
M
2
0
1
4
, P
G
. 1
3
4
9
P
IN
: 1
7
1
4
-1
9
-8
5
7
3
L
O
T
A
R
E
A
: 9
8
,9
0
7
S
F
/ 2
.2
7
1
A
C
N
/F
P
R
O
G
R
E
S
S
P
A
R
K
C
O
N
D
O
M
IN
IU
M
D
B
4
4
4
8
, P
G
. 7
0
3
P
IN
: 1
7
1
4
-1
9
-6
4
0
9
N
/F
J T
H
O
B
B
Y
&
S
O
N
, IN
C
D
B
2
2
8
6
, P
G
. 1
9
5
P
IN
: 1
7
1
4
-1
9
-7
2
6
6
L
O
T
A
R
E
A
: 2
7
,2
7
8
S
F
/ 0
.6
2
6
A
C
3
0
'
3
0
'
3
0
' U
N
N
A
M
E
D
S
T
R
E
E
T
D
E
D
IC
A
T
E
D
P
U
R
S
U
A
N
T
T
O
J
U
D
G
E
M
E
N
T
D
B
1
9
0
7
, P
G
. 2
4
5
B
M
1
9
6
9
, P
G
. 3
2
3
B
M
1
9
7
9
, P
G
. 4
7
3
P
R
O
G
R
E
S
S
C
O
U
R
T
3
0
' R
IG
H
T
O
F
W
A
Y
B
M
1
9
7
9
, P
G
. 4
7
3
T
H
IS
S
E
C
T
IO
N
O
F
P
R
O
G
R
E
S
S
C
O
U
R
T
W
A
S
N
O
T
D
E
D
IC
A
T
E
D
W
IT
H
B
M
1
9
7
9
, P
G
. 4
7
3
F
F
:
2
5
3
.
6
2
'
F
F
:
2
5
3
.
6
3
'
G
M
F
F
:
2
5
3
.
6
2
'
1
9
Q
P
P
I
V
W
M
BOR
F
F
:
2
5
3
.
6
8
'
F
F
:
2
5
3
.
6
6
'
F
F
:
2
5
3
.
6
8
'
W
M
W
V
W
M
W
M
1
0
L
I
F
F
:
2
5
5
.
1
3
'
F
F
:
2
5
5
.
1
6
'
G
M
1
4
B
N
1
4
B
N
1
9
Q
P
1
4
P
T
1
6
P
T
8
P
T
2
0
Q
P
1
5
Q
P
1
9
Q
P
1
5
Q
P
W
M
WV
T
P
E
D
WV
F
F
:
2
5
3
.
4
8
'
1
2
L
I
1
0
L
I
2
L
I
F
F
:
2
5
5
.
2
6
'
F
F
:
2
5
5
.
2
8
'
G
M
1
0
A
R
5
A
R
7
A
R
W
M
W
V
F
F
:
2
5
0
.
9
5
'
F
F
:
2
5
3
.
5
8
'
F
F
:
2
5
3
.
5
0
'
F
F
:
2
5
3
.
5
7
'
F
F
:
2
5
3
.
5
3
'
F
F
:
2
5
3
.
5
2
'
F
F
:
2
5
3
.
5
7
'
S
S
M
H
R
IM
: 2
5
2
.2
0
'
IN
(W
): 2
4
7
.2
0
' (4
"D
IP
)
IN
(E
): 2
4
7
.1
5
' (4
"D
IP
)
O
U
T
(S
): 2
4
7
.0
5
' (8
"C
L
A
Y
)
Y
D
I
R
IM
: 2
4
9
.6
2
'
O
U
T
(N
): 2
4
5
.2
2
'
D
I R
IM
: 2
5
0
.2
9
'
IN
(E
): 2
4
0
.9
9
'
O
U
T
(N
W
): 2
4
0
.8
9
'
T
O
C
: 2
5
0
.1
5
'IN
(S
): 2
4
3
.9
5
'O
U
T
(W
): 2
4
3
.8
5
'
R
IM
: 2
5
0
.3
8
'
IN
(S
): 2
4
2
.3
8
'
IN
(E
): 2
4
3
.2
8
'
O
U
T
(N
): 2
4
2
.1
8
'
R
IM
: 2
4
9
.3
6
'O
U
T
(N
): 2
4
6
.9
6
'
R
IM
: 2
4
9
.2
9
'
IN
(S
): 2
4
6
.7
9
'
O
U
T
(N
W
): 2
4
6
.8
9
'
R
IM
: 2
5
1
.6
9
'
IN
(S
E
): 2
4
5
.3
9
'
O
U
T
(W
): 2
4
5
.2
9
'
15"R
C
P
1
8
"
R
C
P
1
8
"
R
C
P
B
L
O
C
K
W
A
L
L
6
.
5
'
C
L
F
GA
TE
S
P
U
R
T
R
A
C
K
M
A
IN
T
R
A
C
K
2
4
2
.8
4
'
B
U
R
IE
D
2
4
3
.4
4
'
B
U
R
IE
D
D
U
M
P
S
T
E
R
S
L
O
A
D
IN
G
D
O
C
K
B
R
IC
K
W
A
L
L
R
A
M
P
C
O
N
C
. P
A
T
IO
D
E
C
K
D
U
M
P
S
T
E
R
8
"C
L
A
Y
G
W
P
15"R
C
P
1
5
"
R
C
P
15"R
CP
1
8
"
R
C
P
8
"C
L
A
Y
8
"
C
L
A
Y
JB
- P
A
V
E
D
O
V
E
R
1
5
"R
C
P
R
O
C
K
O
U
T
C
R
O
P
D
U
M
P
S
T
E
R
2
"V
E
N
T
P
IP
E
S
IG
N
S
S
M
H
#
2
S
S
M
H
#
3
8
"
C
L
A
Y
8"C
LA
Y
8"D
IP
B
R
IC
K
B
L
D
G
: 1
1
,1
5
0
S
F
B
R
IC
K
&
B
L
O
C
K
W
A
R
E
H
O
U
S
E
B
L
D
G
: 5
6
,7
8
0
S
F
TOC
: 250.22'
OU
T(N): 245.22'
S
S
M
H
#
2
R
IM
: 2
5
0
.5
2
'
IN
(W
): 2
4
3
.8
2
'
O
U
T
(E
): 2
4
3
.1
2
'
S
S
M
H
#
1
R
I
M
:
2
5
1
.
1
7
'
I
N
(
N
)
:
2
4
5
.
7
7
'
I
N
(
W
)
:
2
4
4
.
7
7
'
O
U
T
(
E
)
:
2
4
4
.
7
7
'
S
S
M
H
#
3
R
IM
: 2
5
1
.5
0
'
IN
(W
): 2
4
3
.4
0
'
O
U
T
(E
): 2
4
2
.3
0
'
S77° 36' 31"E 202.62'
S
2
1
° 4
0
' 3
0
"W
5
1
9
.0
2
'
N
6
8
° 2
2
' 3
0
"W
2
0
0
.0
0
'
S
2
1
° 4
0
' 3
0
"W
1
3
4
.0
0
'
N
6
8
° 2
2
' 3
0
"W
1
0
7
.7
3
'
C1
N
2
1
° 4
0
' 3
0
"E
1
4
9
.7
3
'
L
1
C
2
C3
N
2
1
° 4
0
' 4
8
"E
3
4
7
.1
7
'
T
A
B
L
E
S
C
S
X
T
R
A
IL
R
O
A
D
V
A
R
IA
B
L
E
R
IG
H
T
O
F
W
A
Y
N
/F
T
R
IA
N
G
L
E
T
R
A
N
S
IT
A
U
T
H
O
R
IT
Y
P
R
O
P
E
R
T
Y
D
B
1
0
2
2
4
, P
G
. 2
6
6
6
(S
E
E
P
A
G
E
2
7
1
5
)
LINE TABLE
LINE
L1
BEARING
N21°40'30"E
DISTANCE
35.18'
A
D
D
R
E
S
S
: 2
0
2
0
P
R
O
G
R
E
S
S
C
T
A
D
D
R
E
S
S
: 1
0
1
9
E
W
H
IT
A
K
E
R
M
IL
L
R
D
A
S
P
H
A
L
T
A
S
P
H
A
L
T
A
S
P
H
A
L
T
A
S
P
H
A
LT
A
S
P
H
A
LT
0
.2
'
0
.1
'
1
.2
'
1
.4
'
0
.1
'
0
.3
'
1
.7
'
1
.5
'
0
.1
'
0
.9
'
B
R
IC
K
&
B
L
O
C
K
O
F
F
IC
E
B
L
D
G
N
O
T
E
:
4
0
.0
'
4
0
.0
'
4
0
.0
'
S
7
3
°
3
8
'
3
7
"
W
3
1
5
.
4
4
'
S
1
6
°
2
8
'
5
5
"
E
1
4
9
.
9
6
'
S
7
2
°
2
5
'
0
8
"
W
3
1
.
3
3
'
(
T
I
E
)
2
4
"
R
C
P
1
2
"
R
C
P
2
4
"
R
C
P
2
4
"
R
C
P
:
2
3
2
.
7
7
'
1
2
"
R
C
P
:
2
3
5
.
0
9
'
2
3
2
.
5
3
'
2
3
9
.
7
3
'
N
/F
O
L
D
E
T
O
W
N
E
V
IL
L
A
G
E
H
O
M
E
O
W
N
E
R
S
A
S
S
N
.
D
B
9
3
7
0
, P
G
. 1
7
2
6
B
M
2
0
0
1
, P
G
. 1
3
0
3
P
IN
: 1
7
1
4
-1
9
-2
6
5
5
C
.
O
.
S
.
L
O
T
1
L
O
T
2
L
O
T
3
L
O
T
4
L
O
T
5
C
.
O
.
S
.
C
O
N
C
.
N
7
3
°
2
8
'
1
2
"
E
4
0
2
.
0
3
'
G
R
A
V
E
L
P
A
R
K
IN
G
L
O
T
S
I
L
T
F
E
N
C
E
1
"P
V
C
6
.
5
'
C
L
F
6
.
5
'
C
L
F
Y
A
R
D
H
Y
D
A
S
P
H
A
L
T
R
-10
IX
-3
N77° 36' 31"W 162.24'
ZO
N
IN
G
LIN
E
A
D
D
R
E
S
S
: 2
0
0
0
P
R
O
G
R
E
S
S
C
T
R
X
-
3
R
-
1
0
R
-
1
0
I
X
-
3
-
P
L
R-10
IX-3
IX
-3
-P
L
IX
-3
3
0
'
T
O
P
O
F
B
A
N
K
A
L
L
U
V
IA
L
S
O
IL
S
(M
E
)
P
E
R
W
A
K
E
C
O
U
N
T
Y
G
IS
N
/F
B
O
Y
L
A
N
H
E
IG
H
T
S
L
A
N
D
C
O
M
P
A
N
Y
D
B
1
6
6
7
6
, P
G
. 7
8
9
P
IN
: 1
7
1
4
-1
9
-3
7
6
7
1
8
"
R
C
P
2
4
2
.
7
9
'
2
5
7
.3
9
'
8
9
.7
8
'
IX
-3
-P
L
IX
-3
1
2
" L
S
2
0
" P
P
1
4
" P
P
1
8
" P
P1
8
" P
P
1
0
" P
P
1
0
" P
P
1
1
" P
P
2
5
0
2
5
0
2
4
5
2
4
5
2
4
0
2
3
5
2
3
0
2
2
4
.
4
'
2
2
4
.
4
'
2
2
7
.
5
'
2
3
5
2
4
0
2
3
0
2
3
0
255
260
2
5
0
252
2
5
2
2
5
1
2
5
1
2
5
2
2
5
3
2
5
3
2
5
2
252
2
4
9
249
24
8
2
5
0
2
5
5
253
2
5
2
253
2
5
2
2
5
1
2
5
2
251
2
5
1
2
5
1
2
5
0
.
7
'
2
2
8
.
5
'
2
6
2
.
1
'
2
5
3
.
4
'
2
5
2
.
6
'
253
2
5
2
.
5
'
2
5
3
.
4
'
2
5
2
.
3
'
250
2
3
5
2
5
2
.
4
'
E
W
H
IT
A
K
E
R
M
IL
L
R
D
6
3
.6
2
'
V
A
R
I
A
B
L
E
W
I
D
T
H
P
U
B
L
I
C
R
I
G
H
T
O
F
W
A
Y
B
M
1
9
5
5
,
P
G
.
7
2
D
B
1
2
0
4
,
P
G
.
8
3
E
W
H
I
T
A
K
E
R
M
I
L
L
R
D
6
4
.
3
2
'
V
A
R
IA
B
L
E
W
ID
T
H
P
U
B
L
IC
R
IG
H
T
O
F
W
A
YB
M
1
9
5
5
, P
G
. 7
2D
B
1
2
0
4
, P
G
. 8
3
E
A
S
E
M
E
N
T
A
R
E
A
D
B
1
2
0
4
, P
G
. 8
3
© Gensler
Date Description
Project Name
Project Number
Description
Scale
Seal / Signature
2019
Tel 919.239.7828Fax 919.239.7829
530 Hillsborough St.Raleigh, NC 27603United States
Optima Engineering150 Fayetteville St.Suite 520Raleigh, NC 27601NC LICENSE C-0941Tel 919.926.2200
Stewart223 S. West StreetSuite 1100Raleigh, NC 27603Tel 919.380.8750
NOT FORCONSTRUCTION
6/5/20
19 4:
45:28
PM
Prog
ress
Cou
rt - A
rchite
cture
- v2
019-
2019
0605
_deta
ched
.rvt
090.0366.000
EAST END MARKET
EAST ENDMARKET2020 PROGRESS CT.RALEIGH, NC 27608
- 06.06.19 ADMINISTRATIVE SITE REVIEW
- 08.28.19 ADMINISTRATIVE SITE REVIEW
- 10.31.19 ADMINISTRATIVE SITE REVIEW
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
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
WATER VAULT
SURVEY LEGEND:
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
TREE LEGEND:
0 15 30 60
1"= 30'SCALE:
NORTH C1.01
EXISTING CONDITIONS PLAN
EXISTING IMPERVIOUS AREA: 95,052 SF / 2.182 AC
IMPERVIOUS AREA:
AutoCAD SHX Text
JB
AutoCAD SHX Text
4.29'
AutoCAD SHX Text
4.29'
AutoCAD SHX Text
31.98'
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
DIP
AutoCAD SHX Text
PVC
AutoCAD SHX Text
HDPE
AutoCAD SHX Text
RCP
AutoCAD SHX Text
CMP
AutoCAD SHX Text
CB
AutoCAD SHX Text
T
AutoCAD SHX Text
FO
AutoCAD SHX Text
G
AutoCAD SHX Text
E
AutoCAD SHX Text
W
AutoCAD SHX Text
SS
AutoCAD SHX Text
OHW
AutoCAD SHX Text
U
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
3
0
'
3
0
'
3
0
' U
N
N
A
M
E
D
S
T
R
E
E
T
D
E
D
IC
A
T
E
D
P
U
R
S
U
A
N
T
T
O
J
U
D
G
E
M
E
N
T
D
B
1
9
0
7
, P
G
. 2
4
5
B
M
1
9
6
9
, P
G
. 3
2
3
B
M
1
9
7
9
, P
G
. 4
7
3
P
R
O
G
R
E
S
S
C
O
U
R
T
3
0
' R
IG
H
T
O
F
W
A
Y
B
M
1
9
7
9
, P
G
. 4
7
3
T
H
IS
S
E
C
T
IO
N
O
F
P
R
O
G
R
E
S
S
C
O
U
R
T
W
A
S
N
O
T
D
E
D
IC
A
T
E
D
W
IT
H
B
M
1
9
7
9
, P
G
. 4
7
3
F
F
:
2
5
3
.
6
2
'
F
F
:
2
5
3
.
6
3
'
F
F
:
2
5
3
.
6
2
'
1
9
Q
P
F
F
:
2
5
3
.
6
8
'
F
F
:
2
5
3
.
6
6
'
F
F
:
2
5
3
.
6
8
'
1
0
L
I
F
F
:
2
5
5
.
1
3
'
F
F
:
2
5
5
.
1
6
'
1
4
B
N
1
4
B
N
1
9
Q
P
1
4
P
T
1
6
P
T
8
P
T
2
0
Q
P
1
5
Q
P
1
9
Q
P
1
5
Q
P
F
F
:
2
5
3
.
4
8
'
1
2
L
I
1
0
L
I
2
L
I
F
F
:
2
5
5
.
2
6
'
F
F
:
2
5
5
.
2
8
'
1
0
A
R
5
A
R
7
A
R
F
F
:
2
5
0
.
9
5
'
F
F
:
2
5
3
.
5
8
'
F
F
:
2
5
3
.
5
0
'
F
F
:
2
5
3
.
5
7
'
F
F
:
2
5
3
.
5
3
'
F
F
:
2
5
3
.
5
2
'
F
F
:
2
5
3
.
5
7
'
B
L
O
C
K
W
A
L
L
6
.
5
'
C
L
F
GA
TE
S
P
U
R
T
R
A
C
K
M
A
IN
T
R
A
C
K
L
O
A
D
IN
G
D
O
C
K
R
A
M
P
C
O
N
C
. P
A
T
IO
D
E
C
K
D
U
M
P
S
T
E
R
R
O
C
K
O
U
T
C
R
O
P
2
"V
E
N
T
P
IP
E
S
IG
N
B
R
IC
K
B
L
D
G
: 1
1
,1
5
0
S
F
B
R
IC
K
&
B
L
O
C
K
W
A
R
E
H
O
U
S
E
B
L
D
G
: 5
6
,7
8
0
S
F
T
A
B
L
E
S
C
S
X
T
R
A
IL
R
O
A
D
V
A
R
IA
B
L
E
R
IG
H
T
O
F
W
A
Y
A
D
D
R
E
S
S
: 2
0
2
0
P
R
O
G
R
E
S
S
C
T
A
D
D
R
E
S
S
: 1
0
1
9
E
W
H
IT
A
K
E
R
M
IL
L
R
D
A
S
P
H
A
L
T
A
S
P
H
A
LT
A
S
P
H
A
LT
0
.2
'
0
.1
'
1
.2
'
1
.4
'
0
.1
'
0
.3
'
1
.7
'
1
.5
'
0
.1
'
0
.9
'
B
R
IC
K
&
B
L
O
C
K
O
F
F
IC
E
B
L
D
G
N
O
T
E
:
4
0
.0
'
4
0
.0
'
4
0
.0
'
C
O
N
C
.
1
"P
V
C
Y
A
R
D
H
Y
D
A
S
P
H
A
L
T
R
-10
IX
-3
ZO
N
IN
G
LIN
E
A
D
D
R
E
S
S
: 2
0
0
0
P
R
O
G
R
E
S
S
C
T
R
-
1
0
I
X
-
3
-
P
L
R-10
IX-3
IX
-3
-P
L
IX
-3
3
0
'
IX
-3
-P
L
IX
-3
1
2
" L
S
1
0
" P
P
E
W
H
IT
A
K
E
R
M
IL
L
R
D
6
3
.6
2
'
V
A
R
I
A
B
L
E
W
I
D
T
H
P
U
B
L
I
C
R
I
G
H
T
O
F
W
A
Y
E
W
H
I
T
A
K
E
R
M
I
L
L
R
D
6
4
.
3
2
'
V
A
R
IA
B
L
E
W
ID
T
H
P
U
B
L
IC
R
IG
H
T
O
F
W
A
YB
M
1
9
5
5
, P
G
. 7
2D
B
1
2
0
4
, P
G
. 8
3
E
A
S
E
M
E
N
T
A
R
E
A
D
B
1
2
0
4
, P
G
. 8
3
OFFI
CE A
100
FOOD
&BE
VERA
GEC 110
OFFI
CE C
170
FOOD
&BE
VERA
GEB 160
FOOD
&BE
VERA
GEA 140
OFFI
CE B
130
OFFI
CE D
180
JANI
TOR
126
MEN
124
WOM
EN12
5
CORR
IDOR
120
SPRI
NKLE
R12
1
CORR
IDOR
150
CORR
IDOR
123
ELEC
122
V
A
N
1
0
1
0
7
1
0
7
P
I
V
F
D
C
3
S
T
O
P
8' TALL DUMPSTER ENCLOSURE
EXISTING
WAREHOUSE
RENOVATED
BUILDING
EXISTING CURB &
GUTTER TO REMAIN
PA
PA
PA
PA
PA
ADA PARKING
SPACES, TYP.
AMENITY AREA,
SEE SHEET C3.10
2
2
.0
0
'
T
Y
P
.
2
2
.0
0
'
D
R
IV
E
A
IS
L
E
8
.0
0
'
T
Y
P
.
5
.0
0
', T
Y
P
.
1
1
.0
0
'
PROPERTY LINE
ADA VAN
PARKING SPACE
E WHITAKER MILL RD
9
6
.0
0
'
5
9
.5
0
'
5
9
.5
0
'
2
2
.0
0
'
T
Y
P
.
4
2
.2
8
'
1
8
5
.0
7
'
ACCESSIBLE ROUTE
TREE CONSERVATION AREA
CURB TAPER, TYP.
WHEEL STOP, TYP.
SHORT TERM BIKE RACKS
(8)
3
.0
0
'
P
R
IM
A
R
Y
S
T
R
E
E
T
B
U
IL
D
IN
G
S
E
T
B
A
C
K
PROPOSED BUILDING
ENTRANCE (TYP.)
R
3
.
0
0
'
2
5
.5
0
'
R
3
.
0
0
'
T
Y
P
.
2
1
.1
1
'
R
5
.
0
0
'
R
5
8
.
7
5
'
R101.0
9'
R15.00'
8
.0
0
'
T
Y
P
.
6
.
0
0
'
5
.2
5
'
R
1
0
.
0
0
'
R
1
5
.
0
0
'
8
.2
9
'
1
8
.0
0
'
T
Y
P
.
8
.5
0
'
T
Y
P
.
R
1
5
.
0
0
'
R
1
0
.
0
0
'
1
.2
5
'
EXISTING BUILDING
OVERHANG
LONG TERM BIKE SHELTER (13)
12' x 15'
1
8
.0
0
'
14.51'
CONCRETE PAD
AISLE CENTER LINE
POB
5
2
.9
9
'
1
4
.0
0
'
T
Y
P
.
PA
PA
PA
2
.0
0
'
T
Y
P
.
1
6
.0
0
'
1
0
.0
0
'
P
R
IM
A
R
Y
S
T
R
E
E
T
P
A
R
K
IN
G
S
E
T
B
A
C
K
PA
0' OR 6' BUILDING SETBACK
FROM SIDE LOT LINE
0' OR 3' PARKING SETBACK
FROM SIDE LOT LINE
0
' O
R
6
' B
U
IL
D
IN
G
S
E
T
B
A
C
K
F
R
O
M
R
E
A
R
L
O
T
L
IN
E
0
' O
R
3
' P
A
R
K
IN
G
S
E
T
B
A
C
K
F
R
O
M
R
E
A
R
L
O
T
L
IN
E
0' OR 6' BUILDING SETBACK
FROM SIDE LOT LINE
0' OR 3' PARKING SETBACK
FROM SIDE LOT LINE
PROPOSED BUILDING
ENTRANCE
SCREENING FENCE,
SEE DETAILS C9.02
CROSS ACCESS PROVIDED VIA EASEMENT
DECLARATION DURING SITE PERMIT REVIEW
1
4
.1
9
'
3
2
.5
0
'
THIS PARCEL NOT INCLUDED
3
2
.0
0
'
2
2
.0
0
'
D
R
IV
E
A
IS
L
E
2
2
.0
0
'
THIS PARCEL NOT INCLUDED
7
.5
0
'
R
5
.
0
0
'
1
7
.1
7
'
9
.6
7
'
3
' M
IN
.
1
0
.9
8
'
1
0
.7
9
'
EXISTING FENCE TO REMAIN
5
.0
0
'
6
.0
0
'
3
.0
0
' P
R
IM
A
R
YS
T
R
E
E
T
B
U
IL
D
IN
G
S
E
T
B
A
C
K
1
0
.0
0
' P
R
IM
A
R
YS
T
R
E
E
T
P
A
R
K
IN
G
S
E
T
B
A
C
K
6
'
5
.0
0
'
3
1
.3
1
'
NEW 6'-WIDE SIDEWALK
PLANTING AREA
6
.
0
0
'
6.00'
© Gensler
Date Description
Project Name
Project Number
Description
Scale
Seal / Signature
2019
Tel 919.239.7828Fax 919.239.7829
530 Hillsborough St.Raleigh, NC 27603United States
Optima Engineering150 Fayetteville St.Suite 520Raleigh, NC 27601NC LICENSE C-0941Tel 919.926.2200
Stewart223 S. West StreetSuite 1100Raleigh, NC 27603Tel 919.380.8750
6/5/20
19 4:
45:28
PM
Prog
ress
Cou
rt - A
rchite
cture
- v2
019-
2019
0605
_deta
ched
.rvt
090.0366.000
EAST END MARKET
EAST ENDMARKET2020 PROGRESS CT.RALEIGH, NC 27608
- 06.06.19 ADMINISTRATIVE SITE REVIEW
- 08.28.19 ADMINISTRATIVE SITE REVIEW
- 10.31.19 ADMINISTRATIVE SITE REVIEW
PROPOSED BUILDING RENOVATION
PROPOSED CONCRETE SIDEWALK
PROPOSED ASPHALT PAVEMENT
PROPOSED CURB & GUTTER
PROPOSED STOP BAR
PROPOSED SIGN
PROPOSED ADA PARKING SPACE
PROPOSED WHEEL STOP
PROPOSED TREE PROTECTION FENCE
PROPOSED BIKE RACK
LIMITS OF DISTURBANCE
0 15 30 60
1"= 30'SCALE:
C3.00
SITE PLAN
NORTH
SITE LEGEND:
PROPOSED GRAVEL
ACCESSIBLE ROUTE
PLANTING AREA
PA
E
N
L
A
R
G
E
M
E
N
T
- S
H
E
E
T
C
3
.0
1
VALET PARKING
THIS PROJECT REQUIRES 185 PARKING SPACES TO BE PROVIDED. OF THOSE SPACES, 47
ARE PROPOSED ON SITE, AND 138 SPACES ARE PROPOSED AS VALET OFF-SITE. THE
OWNER HAS ESTABLISHED AN AGREEMENT TO LEASE 142 SPACES FROM CREEKSIDE
PARKING, LLC. THE LOT IS LOCATED ON CREEKSIDE DR. WITH PIN 1715210867 AND IS ZONED
CX-3. THE OWNER IS WORKING TOWARDS AN AGREEMENT WITH PREFERRED PARKING FOR
VALET SERVICES.
PROPOSED HEAVY DUTY CONCRETE
AutoCAD SHX Text
TP
P
I
V
F
D
C
3
0
'
3
0
'
3
0
' U
N
N
A
M
E
D
S
T
R
E
E
T
D
E
D
IC
A
T
E
D
P
U
R
S
U
A
N
T
T
O
J
U
D
G
E
M
E
N
T
D
B
1
9
0
7
, P
G
. 2
4
5
B
M
1
9
6
9
, P
G
. 3
2
3
B
M
1
9
7
9
, P
G
. 4
7
3
P
R
O
G
R
E
S
S
C
O
U
R
T
3
0
' R
IG
H
T
O
F
W
A
Y
B
M
1
9
7
9
, P
G
. 4
7
3
T
H
IS
S
E
C
T
IO
N
O
F
P
R
O
G
R
E
S
S
C
O
U
R
T
W
A
S
N
O
T
D
E
D
IC
A
T
E
D
W
IT
H
B
M
1
9
7
9
, P
G
. 4
7
3
F
F
:
2
5
3
.
6
2
'
F
F
:
2
5
3
.
6
3
'
G
M
F
F
:
2
5
3
.
6
2
'
BOR
F
F
:
2
5
3
.
6
8
'
F
F
:
2
5
3
.
6
6
'
F
F
:
2
5
3
.
6
8
'
F
F
:
2
5
5
.
1
3
'
F
F
:
2
5
5
.
1
6
'
G
M
F
F
:
2
5
3
.
4
8
'
F
F
:
2
5
5
.
2
6
'
F
F
:
2
5
5
.
2
8
'
G
M
F
F
:
2
5
0
.
9
5
'
F
F
:
2
5
3
.
5
8
'
F
F
:
2
5
3
.
5
0
'
F
F
:
2
5
3
.
5
7
'
F
F
:
2
5
3
.
5
3
'
F
F
:
2
5
3
.
5
2
'
F
F
:
2
5
3
.
5
7
'
S
S
M
H
R
IM
: 2
5
2
.2
0
'
IN
(W
): 2
4
7
.2
0
' (4
"D
IP
)
IN
(E
): 2
4
7
.1
5
' (4
"D
IP
)
O
U
T
(S
): 2
4
7
.0
5
' (8
"C
L
A
Y
)
B
L
O
C
K
W
A
L
L
6
.
5
'
C
L
F
GA
TE
S
P
U
R
T
R
A
C
K
M
A
IN
T
R
A
C
K
L
O
A
D
IN
G
D
O
C
K
R
A
M
P
C
O
N
C
. P
A
T
IO
D
E
C
K
D
U
M
P
S
T
E
R
8
"C
L
A
Y
G
W
P
8
"C
L
A
Y
8
"
C
L
A
Y
R
O
C
K
O
U
T
C
R
O
P
2
"V
E
N
T
P
IP
E
S
IG
N
S
S
M
H
#
2
S
S
M
H
#
3
8
"
C
L
A
Y
8"C
LA
Y
8"D
IP
B
R
IC
K
B
L
D
G
: 1
1
,1
5
0
S
F
B
R
IC
K
&
B
L
O
C
K
W
A
R
E
H
O
U
S
E
B
L
D
G
: 5
6
,7
8
0
S
F
S
S
M
H
#
2
R
IM
: 2
5
0
.5
2
'
IN
(W
): 2
4
3
.8
2
'
O
U
T
(E
): 2
4
3
.1
2
'
S
S
M
H
#
1
R
I
M
:
2
5
1
.
1
7
'
I
N
(
N
)
:
2
4
5
.
7
7
'
I
N
(
W
)
:
2
4
4
.
7
7
'
O
U
T
(
E
)
:
2
4
4
.
7
7
'
S
S
M
H
#
3
R
IM
: 2
5
1
.5
0
'
IN
(W
): 2
4
3
.4
0
'
O
U
T
(E
): 2
4
2
.3
0
'
T
A
B
L
E
S
C
S
X
T
R
A
IL
R
O
A
D
V
A
R
IA
B
L
E
R
IG
H
T
O
F
W
A
Y
A
D
D
R
E
S
S
: 2
0
2
0
P
R
O
G
R
E
S
S
C
T
A
D
D
R
E
S
S
: 1
0
1
9
E
W
H
IT
A
K
E
R
M
IL
L
R
D
A
S
P
H
A
L
T
A
S
P
H
A
LT
A
S
P
H
A
LT
0
.2
'
0
.1
'
1
.2
'
1
.4
'
0
.1
'
0
.3
'
1
.7
'
1
.5
'
0
.1
'
0
.9
'
B
R
IC
K
&
B
L
O
C
K
O
F
F
IC
E
B
L
D
G
N
O
T
E
:
4
0
.0
'
4
0
.0
'
4
0
.0
'
C
O
N
C
.
1
"P
V
C
Y
A
R
D
H
Y
D
A
S
P
H
A
L
T
R
-10
IX
-3
ZO
N
IN
G
LIN
E
A
D
D
R
E
S
S
: 2
0
0
0
P
R
O
G
R
E
S
S
C
T
R
-
1
0
I
X
-
3
-
P
L
R-10
IX-3
IX
-3
-P
L
IX
-3
3
0
'
IX
-3
-P
L
IX
-3
1
2
" L
S
1
0
" P
P
2
5
0
2
5
0
255
260
2
5
0
252
2
5
2
2
5
1
2
5
1
2
5
2
2
5
3
2
5
3
2
5
2
252
2
4
9
249
248
2
5
0
2
5
5
253
2
5
2
253
2
5
2
2
5
1
2
5
2
251
2
5
1
2
5
1
253
250
E
W
H
IT
A
K
E
R
M
IL
L
R
D
6
3
.6
2
'
V
A
R
I
A
B
L
E
W
I
D
T
H
P
U
B
L
I
C
R
I
G
H
T
O
F
W
A
Y
E
W
H
I
T
A
K
E
R
M
I
L
L
R
D
6
4
.
3
2
'
V
A
R
IA
B
L
E
W
ID
T
H
P
U
B
L
IC
R
IG
H
T
O
F
W
A
YB
M
1
9
5
5
, P
G
. 7
2D
B
1
2
0
4
, P
G
. 8
3
E
A
S
E
M
E
N
T
A
R
E
A
D
B
1
2
0
4
, P
G
. 8
3
PROPOSED 6" PVC SANITARY
SEWER SERVICE
PROPOSED HYDRANT
45-DEGREE BENDS
PROPOSED 4" WATER METER
AND BYPASS WITH 4" DIP
WATER SERVICE
NEW FDC
NEW PIV
MAINTAIN EXISTING
TELECOM SERVICE
NEW 40 LF 6" DIP WATER LINE (PRIVATE)
BLOW OFF
VALVE
4" DIP FDC
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
BUILDING
INV = 249.06
EX-MH-01
MAINTAIN EXISTING PUBLIC HYDRANT
5
6
L
F
8
" P
V
C
@
1
.0
0
%
46 LF 6" PVC @ 1.00%
LIMITS OF DISTURBANCE
WALL-MOUNTED
HYDRANT
PROPOSED 4" ZURN WILKINS 375ADA
RPDA IN HEATED ENCLOSURE
S
S
S
S
S
S
S
S
4" DIP DOMESTIC SERVICE
4" DIP FIRE LINE
6" WILKINS 375ADA RPDA
IN HEATED ENCLOSURE
6
" D
IP
8
" D
IP
8
" D
IP
8
" D
IP
6
" D
IP
4
" D
IP
4
" D
IP
6
" D
IP
6" X 8" REDUCER
CLOSE LINE AND PROVIDE CUT IN
CONNECTION. COORDINATE WITH
CITY OF RALEIGH UTILITIES
PROPOSED 4" PVC SANITARY
SEWER SERVICE TO GREASE TRAP
1,500 GAL GREASE TRAP
17 LF 4" PVC @ 1.00%
CO-06
INV = 249.32
CAP, VALVE AND
BLOW-OFF ASSEMBLY
AT END OF LINE TO BE
MAINTAINED IN PLACE
S
S
S
S
S
S
S
S
S
PROPOSED 4" PVC SANITARY
SEWER SERVICE TO GREASE TRAP
TWO 1,500 GAL GREASE TRAPS
IN SERIES
NATURAL GAS MANIFOLD BY UTILITY
PROVIDER. FOUR FUTURE 2.0 PSI
METERS TO BE COORDINATED WITH
INCOMING ELECTRICAL SERVICE
1
0
.0
0
'
64 LF 4" PVC @ 1.08%
17 LF 4" PVC @ 1.00%
CO-05
INV = 248.59
49 LF 4" PVC @ 1.00%
CO-09
INV = 248.93
25 LF
4" P
V
C
@
1.00%
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
CLOSE LINE AND PROVIDE CUT IN
CONNECTION. COORDINATE WITH
CITY OF RALEIGH UTILITIES
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
APPROXIMATE LOCATION OF
ELECTRICAL LINE TO BE
COORDINATED WITH PROVIDER
WALL-MOUNTED
HYDRANT
© Gensler
Date Description
Project Name
Project Number
Description
Scale
Seal / Signature
2019
Tel 919.239.7828Fax 919.239.7829
530 Hillsborough St.Raleigh, NC 27603United States
Optima Engineering150 Fayetteville St.Suite 520Raleigh, NC 27601NC LICENSE C-0941Tel 919.926.2200
Stewart223 S. West StreetSuite 1100Raleigh, NC 27603Tel 919.380.8750
6/5/20
19 4:
45:28
PM
Prog
ress
Cou
rt - A
rchite
cture
- v2
019-
2019
0605
_deta
ched
.rvt
090.0366.000
EAST END MARKET
EAST ENDMARKET2020 PROGRESS CT.RALEIGH, NC 27608
- 06.06.19 ADMINISTRATIVE SITE REVIEW
- 08.28.19 ADMINISTRATIVE SITE REVIEW
- 10.31.19 ADMINISTRATIVE SITE REVIEW
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 BACKFLOW METER
PROPOSED POST INDICATOR VALVE (PIV)
GREASE INTERCEPTOR
LIMITS OF DISTURBANCE
FDC
CO
H
Y
D
PIV
S
W
SS
UTILITY LEGEND:
C6.00
UTILITY PLAN
0 15 30 60
1"= 30'SCALE:
NORTH
9
.3
1
'
AutoCAD SHX Text
W
AutoCAD SHX Text
SS
AutoCAD SHX Text
S
EXISTING LOADING DOCK
EXISTING OVERHEAD DOORSEXISTING STOREFRONTS EXISTING OVERHEAD DOORSEXISTING BRICKEXISTING BRICK
T.O. WALL (E)
20' - 0"
LEVEL 01
0' - 0"
BU
ILD
ING
HE
IGH
T (
UD
O 1
.5.7
)
20' -
10"
LOWEST POINT = 253.9'
AVERAGE GRADE PLANE
(UDO 1.5.7)
GRADE LINE
AVERAGE GRADE PLANE
(UDO 1.5.7)
HIGHEST POINT = 255.8'
GRADE LINE
TOTAL GROSS AREA 12'-0" ABOVE GRADE (THIS SECTION) = 5,953 SF
AREA BETWEEN 3'-0" AND 8'-0" (UDO 1.5.9)
LINE OF 12'-0" OFFSET FROM GRADE (UDO 1.5.9)
TOTAL TRANSPARENT AREA 12'-0" ABOVE GRADE = 3,539 SF
TOTAL TRANSPARENT AREA BETWEEN 3'-0" AND 8'-0" = 1,669 SF
HEIGHT / STORY COMPLIANCE - UDO 3.3.2 (DISTRICT 3)
UDO 3.3.2 - MAX HEIGHT:
3 STORIES ALLOWED 1 STORY ACTUAL
50' MAX HEIGHT ALLOWED 20' - 8" ACTUAL
BLANK WALL AREA COMPLIANCE - UDO 1.5.10:
UDO 3.2.5 - MAX BLANK WALL:
30' MAX NO BLANK WALL
GROUND LEVEL TRANSPARENCY - UDO 1.5.9 & 3.2.5 (IX)
0 AND 12' ABOVE ADJ. SIDEWALK = 5,953 SF
TRANSPARENT AREA = 3,539 SF
TRANSPARENCY % REQUIRED 20% (1,190 SF)
TRANSPARENCY % PROVIDED 59%
TRANSPARENCY REQ. B/W 3'-0" & 8'-0" (1/2 OF 20%) 595 SF
TRANSPARENCY PROVIDED B/W 3'-0" & 8'-0" 1,669 SF
NEW ALUMINUM AND GLASS OVERHEAD
DOOR
EXISTING BRICK
253.6'
ROOFTOP UNITS NOT VISIBLE FROM RIGHT
OF WAY - REFER TO SECTION DIAGRAM A
(REPURPOSED)
EXISTING LOADING DOCK
NEW ALUMINUM AND GLASS STOREFRONT
NEW ALUMINUM AND GLASS STOREFRONT
5 ' -
0"
3 ' -
0"
1 2' -
0"
T.O. WALL (E)
20' - 0"
ROOFTOP UNITS NOT VISIBLE FROM RIGHT
OF WAY - REFER TO SECTION DIAGRAM AA
A6.00________________
LEVEL 01
0' - 0"
T.O. WALL (W)
19' - 4"
B.O. DOCK
-4' - 0"
T.O. WALL (E)
20' - 0"
RIGHT OF WAY PARKING LOT BUILDING
RTU
SIGHT LINE FROM
OPPOSITE SIDE
OF PUBLIC RIGHT
OF WAY
HATCHED AREA NOT VISIBLE
FROM PUBLIC RIGHT OF WAY
© Gensler
Date Description
Project Name
Project Number
Description
Scale
Seal / Signature
2019
Tel 919.239.7828
Fax 919.239.7829
530 Hillsborough St.
Raleigh, NC 27603
United States
Optima Engineering
150 Fayetteville St.
Suite 520
Raleigh, NC 27601
NC LICENSE C-0941
Tel 919.926.2200
Stewart
421 Fayetteville St.
Suite 400
Raleigh, NC 27601
Tel 919.380.8750
1/16" = 1'-0"
10/2
9/20
19 5
:51:
28 P
M\\g
ensl
er.a
d\P
roje
cts\
Rev
it Use
rMod
els\
1856
0 \P
rogr
ess
Cou
rt -
Arc
hite
ctur
e -
v20 1
9_Jo
nath
an_E
g ger
t.rvt
A6.00
BUILDING ELEVATIONS - EXISTINGAND PROPOSED (PROGRESS CT)
090.0366.000
EAST END MARKET
EAST ENDMARKET2020 Progress CourtRaleigh, NC 27608
SCALE: 1/16" = 1'-0"
BUILDING ELEVATION - EXISTING ELEVATION01
SCALE: 1/16" = 1'-0"
BUILDING ELEVATION - PROPOSED ELEVATION - ASR SUBMISSION02
- 6.6.19 ADMINISTRATIVE SITE REVIEW
- 8.27.19 ADMINISTRATIVE SITE REVIEW
10.31.19 ADMINISTRATIVE SITE REVIEW
SCALE: 1/16" = 1'-0"
SECTION DIAGRAMA
-
-
