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1310 S. PERSON STREETADMINISTRATIVE SITE REVIEW PLANS
ASR-SR-XXXX-2019 RALEIGH, NORTH CAROLINA
DECEMBER 3, 2019
CE-1 EXISTING CONDITIONS & DEMOLITION PLANCE-2 SITE PLANCE-3 UTILITY & FIRE APPARATUS PLANCE-4 GRADING AND DRAINAGE PLANCE-5 LANDSCAPING PLANCE-6 SITE DETAILSA-1 BUILDING ELEVATIONSA-2 BUILDING ELEVATIONS
INDEX
SITE DATA
PROPERTY OWNER: 904 OBERLIN PARTNERS, LLC
3304 SIX FORKS RD. SUITE 100
RALEIGH, NC 27609
SITE ADDRESS: 1308, 1310 S. PERSON ST.
WAKE COUNTY PIN #: 1703830201, 170379164
EXISTING USE:WAREHOUSE
LOT SIZE:
BEFORE R/W DEDICATION
AFTER R/W DEDICATION
38,995 SF (0.895 AC.)
37,960 SF (0.871 AC.)
STREET CLASSIFICATION:S. PERSON - 4-LANE AVE - PARALLEL PARKING (ONE-WAY)
HOKE ST - 2-LANE AVE UNDIVIDED
STREETSCAPE REQUIRED:
S. PERSON - 10' SIDEWALK, 6' TREE LAWN
HOKE ST. - 6' SIDEWALK, 6' TREE LAWN
STREETSCAPE PROVIDED:VARIES - SEE PLAN AND DETAILS FOR PROPOSED SECTION
(DESIGN ADJUSTMENT TO BE SUBMITTED FOR ALTERNATE STREETSCAPE)
(FEE-IN-LIEU FOR HOKE STREET SIDEWALK IMPROVEMENTS)
ZONING DISTRICT: IX-3
BICYCLE PARKING REQUIRED:
PROVIDED:
SHORT TERM:
RESTAURANT/ BAR - 1 SPACE PER 50,000 SF, MIN. OF 4 = (4 SPACES)
RETAIL - 1 SPACE PER 5,000 SF, MIN. OF 4 = (4 SPACES)
INDOOR RECREATION - 1 SPACE PER 5,000 SF, MIN OF 4 = (4 SPACES)
LONG TERM:
RESTAURANT/BAR - 1 SPACE PER 25,000 SF. MIN OF 4 = (4 SPACES)
LIGHT MANF. - 1 SPACE PER 40,000 SF. MIN OF 4 = (4 SPACES)
SHORT TERM: 12 SPACES
LONG TERM: 8 SPACES
PROPOSED USE:SHOPPING CENTER
AMENITY AREA REQUIRED:
PROVIDED:
3,796 SF (10%)
5,400 SF (14.2%)
REQUIRED PARKING:
PROVIDED PARKING:
CIVIL ENGINEER:
WAKE LAND DESIGN, PLLCNC LICENSE P-1839
PHONE: 919-889-2614
EMAIL: [email protected]
P.O. BOX 418
CLAYTON, NC 27528
OWNER:
FH PERSON, LLC
2321 Blue Ridge Rd. Suite 200
Raleigh, N.C. 27607
SITE
28,563 SF SHOPPING CENTER @ 1 SPACE / 350 SF = 81 SPACES
2 SPACES (INCLUDING 1 VAN ACCESSIBLE)
TREE CONSERVATION EXEMPTION
THIS PROJECT SITE IS LESS THAN 2.0
ACRES AND IS THERFORE EXEMPT FROM
TREE CONSERVATION IN ACCORDANCE
WITH UDO 9.1.2
STORMWATER TREATMENT EXEMPTION
THIS PROJECT SITE IS REDUCING THE
OVERALL IMPERVIOUS COVERAGE AND IS
THERFORE EXEMPT FROM STORMWATER
CONTROLS ACCORDANCE WITH UDO
9.2.2.A.3.c
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FFE=262.59
FFE=262.53
FFE=261.90
FFE=262.16
FFE=262.05
20' 10' 0 20' 40'
1"=20'
Drawing Title
Approvals
Revisions
Number Description Date
Date Issued
Project
Client
1310 S. PERSON ST.
REDEVELOPMENT
2321 BLUE RIDGE RD. # 202
RALEIGH, NC 27607
mergecap.com
ADMINISTRATIVE SITE
REVIEW
12/03/19
WAKE LAND DESIGN, PLLC
CIVIL ENGINEERING
PROJECT MANAGEMENT
LAND PLANNING
RALEIGH ZONING SPECIALISTS
NC LICENSE P-1839
PHONE: 919-889-2614
EMAIL: [email protected]
P.O. BOX 418
CLAYTON , NC 27528
EXISTING CONDITIONS& DEMOLITION PLAN
CE-1S.
PE
RSO
N S
TR
EE
T (S
R-2
026)
HOKE STREETVARIABLE WIDTH PUBLIC R/W
66' P
UB
LIC
R/W
BM
188
5, P
G 7
6A
EXISTING SIDEWALK
TO BE REMOVED AND
REPLACED FOR TREE
LAWN PLACEMENT
EXISTING PROPERTY
LINE TO BE MOVED
VIA FINAL PLAT
EXISTING CONCRETE
PAVING TO BE
DEMOLISHED (TYP)
EXISTING STOOPS TO
BE DEMOLISHED
EXISTING DRIVEWAY
CUTS TO BE CLOSED
WITH 30" STD. CURB
AND GUTTER
EXISTING STOOPS TO
BE DEMOLISHED
EXISTING 8" CI
WATER MAIN
EXISTING 8"
SS MAIN
FFE=262.59
FFE=262.53
FFE=261.90
FFE=262.16
FFE=262.05
DN
UP
UP
DN
INDOORRECREATION15426 SF
RETAIL1009 SF
2148 SF
BAR
2178 SF
RESTAURANT
1726 SF
RESTAURANT
BARMEZZANINE730 SF
LIGHTMANUFACTURING
3688 SF
LIGHTMANUFACTURING
OFFICE1658 SF
(MEZZANINE)
H/C
20' 10' 0 20' 40'
1"=20'
Drawing Title
Approvals
Revisions
Number Description Date
Date Issued
Project
Client
1310 S. PERSON ST.
REDEVELOPMENT
2321 BLUE RIDGE RD. # 202
RALEIGH, NC 27607
mergecap.com
ADMINISTRATIVE SITE
REVIEW
12/03/19
WAKE LAND DESIGN, PLLC
CIVIL ENGINEERING
PROJECT MANAGEMENT
LAND PLANNING
RALEIGH ZONING SPECIALISTS
NC LICENSE P-1839
PHONE: 919-889-2614
EMAIL: [email protected]
P.O. BOX 418
CLAYTON , NC 27528
SITE PLAN
CE-2
S. P
ER
SON
ST
. (SR
-202
6)(E
X. 6
6' P
UB
LIC
R/W
- B
M18
85, P
G76
A)
AV
EN
UE
4-L
AN
E P
AR
AL
LE
L (O
NE
-WA
Y 4
5' B
-B, 7
7' R
/W)
HOKE ST.(EX. VARIABLE PUBLIC R/W)
AVENUE 2-LANE UNDIVIDED (36' B-B, 64' R/W)
33'
EX. CL TO ROW
33'
EX. CL TO ROW
30'
EX
. C
L T
O R
OW
30'
EX
. C
L T
O R
OW
BUILDING 1
GROUND FLOOR:
2,148 SF BAR/RESTAURANT
1,009 SF RETAIL
3,688 LIGHT INDUSTRIAL
MEZZANINE:
730 SF BAR/RESTAURANT
1,658 SF OFFICE
CLOSE EXISTING
DRIVEWAY CUTS
WITH 30" STD. CURB
AND GUTTER
CLOSE EXISTING
DRIVEWAY CUTS
WITH 30" STD. CURB
AND GUTTER
BUILDING 2
3,904 SF BAR/RESTAURANT
15,426 INDOOR RECREATION
11.13' BOC
TO BUILDING
11.64'
EX. HC RAMP
TO REMAIN
PROPOSED
4.5' TREE LAWN
PROPOSED
4.5' MIN. TREE LAWN
COVERED OUTDOOR
AMENITY AREA
(1,890 SF)
ACCESSIBLE RAMP
TO RIGHT-OF-WAY
(HANDRAILS PER NC
BUILDING CODE)
CONCRETE STEPS WITH
HANDRAILS PER NC
BUILDING CODE
PROPOSED 6'
CONCRETE SIDEWALK
6'
LANDSCAPE
PLANTER (TYP)
CONCRETE
PAVING (TYP)
CLOSE EXISTING
DRIVEWAY CUTS
WITH 30" STD. CURB
AND GUTTER
8.5'
8.5'
18'
EX. DRIVEWAY
20.15'
PROPOSED
ASPHALT PAVEMENT
AT EX. GRAVEL
PARKING AREA
PROPOSED DUMPSTER
ENCLOSURE
(SEE DETAILS)
FOUNDATION/SCREEN WALL
SEE ARCHITECTURAL PLANS
PROPOSED MIN. 4.5'
TREE LAWN
10.14'
20.5'
AMENITY AREA
(3,510 SF)
(6) SHORT TERM
BICYCLE PARKING
SPACES
(6) SHORT TERM
BICYCLE PARKING
SPACES
(8) LONG TERM BICYCLE
PARKING SPACES UNDER
OVERHEAD MECHANICAL
30' M
AN
EU
VE
RIN
G
AR
EA
22'
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FFE=262.59
FFE=262.53
FFE=261.90
FFE=262.16
FFE=262.05
DN
UP
UP
DN
INDOORRECREATION15426 SF
RETAIL1009 SF
2148 SF
BAR
2178 SF
RESTAURANT
1726 SF
RESTAURANT
BARMEZZANINE730 SF
LIGHTMANUFACTURING
3688 SF
LIGHTMANUFACTURING
OFFICE1658 SF
(MEZZANINE)
WM
20' 10' 0 20' 40'
1"=20'
Drawing Title
Approvals
Revisions
Number Description Date
Date Issued
Project
Client
1310 S. PERSON ST.
REDEVELOPMENT
2321 BLUE RIDGE RD. # 202
RALEIGH, NC 27607
mergecap.com
ADMINISTRATIVE SITE
REVIEW
12/03/19
WAKE LAND DESIGN, PLLC
CIVIL ENGINEERING
PROJECT MANAGEMENT
LAND PLANNING
RALEIGH ZONING SPECIALISTS
NC LICENSE P-1839
PHONE: 919-889-2614
EMAIL: [email protected]
P.O. BOX 418
CLAYTON , NC 27528
UTILITY & FIREAPPARATUS PLAN
CE-4
S. P
ER
SON
ST
. (SR
-202
6)(E
X. 6
6' P
UB
LIC
R/W
- B
M18
85, P
G76
A)
HOKE ST.(EX. VARIABLE PUBLIC R/W)
STANDARD UTILITY NOTES (as applicable):1. All materials & construction methods shall be in accordance with City of Raleigh design standards, details & specifications
(reference: CORPUD Handbook, current edition).2. Utility separation requirements:
a) A distance of 100' shall be maintained between sanitary sewer & any private or public water supply source such as animpounded reservoir used as a source of drinking water. If adequate lateral separation cannot be achieved, ferrous sanitarysewer pipe shall be specified & installed to waterline specifications. However, the minimum separation shall not be lessthan 25' from a private well or 50' from a public well.
b) When installing water &/or sewer mains, the horizontal separation between utilities shall be 10'. If this separation cannotbe maintained due to existing conditions, the variation allowed is the water main in a separate trench with the elevation ofthe water main at least 18” above the top of the sewer & must be approved by the Public Utilities Director. All distancesare measured from outside diameter to outside diameter.
c) Where it is impossible to obtain proper separation, or anytime a sanitary sewer passes over a watermain, DIP materials orsteel encasement extended 10' on each side of crossing must be specified & installed to waterline specifications.
d) 5.0' minimum horizontal separation is required between all sanitary sewer & storm sewer facilities, unless DIP material isspecified for sanitary sewer.
e) Maintain 18” min. vertical separation at all watermain & RCP storm drain crossings; maintain 24” min. vertical separationat all sanitary sewer & RCP storm drain crossings. Where adequate separations cannot be achieved, specify DIP materials& a concrete cradle having 6” min. clearance (per CORPUD details W-41 & S-49).
f) All other underground utilities shall cross water & sewer facilities with 18” min. vertical separation required.3. Any necessary field revisions are subject to review & approval of an amended plan &/or profile by the City of Raleigh Public
Utilities Department prior to construction.4. Contractor shall maintain continuous water & sewer service to existing residences & businesses throughout construction of
project. Any necessary service interruptions shall be preceded by a 24 hour advance notice to the City of Raleigh PublicUtilities Department.
5. 3.0' minimum cover is required on all water mains & sewer forcemains. 4.0' minimum cover is required on all reuse mains.6. It is the developer's responsibility to abandon or remove existing water & sewer services not being used in redevelopment of a
site unless otherwise directed by the City of Raleigh Public Utilities Department. This includes abandoning tap at main &removal of service from ROW or easement per CORPUD Handbook procedure.
7. Install ¾” copper* water services with meters located at ROW or within a 2'x2' Waterline Easement immediatelyadjacent. NOTE: it is the applicant's responsibility to properly size the water service for each connection to provide adequateflow & pressure.
8. Install 4” PVC* sewer services @ 1.0% minimum grade with cleanouts located at ROW or easement line & spacedevery 75 linear feet maximum.
9. Pressure reducing valves are required on all water services exceeding 80 psi; backwater valves are required on all sanitarysewer services having building drains lower than 1.0' above the next upstream manhole.
10. All environmental permits applicable to the project must be obtained from NCDWQ, USACE &/or FEMA for any riparianbuffer, wetland &/or floodplain impacts (respectively) prior to construction.
11. NCDOT / Railroad Encroachment Agreements are required for any utility work (including main extensions & service taps)within state or railroad ROW prior to construction.
12. Grease Interceptor / Oil Water Separator sizing calculations & installation specifications shall be approved by the CORPUDFOG Program Coordinator prior to issuance of a Building Permit. Contact Tim Beasley at (919) 996-2334 [email protected] for more information.
13. Cross-connection control protection devices are required based on degree of health hazard involved as listed in Appendix-B ofthe Rules Governing Public Water Systems in North Carolina.These guidelines are the minimum requirements. The devices shall meet American Society of Sanitary Engineering (ASSE)standards or be on the University of Southern California approval list. The devices shall be installed and tested (both initialand periodic testing thereafter) in accordance with the manufacturer's recommendations or the local cross-connectioncontrol program, whichever is more stringent. Contact Joanie Hartley at (919)-996-5923 or [email protected] formore information.
CONSTRUCTION NOTES:
1. CONTRACTOR SHALL COMPLY WITH REQUIREMENTS FOR FIRE SAFETY
DURING CONSTRUCTION AND DEMOLITION.(CHAPTER 33, 2018 NC FIRE CODE,
NFPA 241 AND CHAPTER 33, 2018 NC BUILDING CODE).
EXISTING
3
4
"
WATER METER TO
REMAIN FOR
IRRIGATION
EXISTING 8" CI
WATER MAIN
EXISTING 8"
SS MAIN
8" x 6"
TS&V
6" DIP FIRE
HYDRANT
SERVICE
NEW FIRE
HYDRANT
ASSEMBLY
FIRE
APPARATUS
LOCATION
FIRE
APPARATUS
LOCATION
190' HOSE LAY
PATH
190' HOSE
LAY PATH
190' HOSE
LAY PATH
3
4
" WILKINS 975XL2 RPZ
BACKFLOW IN HEATED
ENCLOSURE
8" x 6" TS&V
6" DIP FIRE
SERVICE
2" DOMESTIC
METER
2" WILKINS 975XL2
DOMESTIC BACKFLOW
IN HEATED
ENCLOSURE
6" FEBCO 475DA
BACKFLOW IN HEATED
ENCLOSURE
2" DOMESTIC SERVICE
TO BUILDING 2
2" DOMESTIC SERVICE
TO BUILDING 1
BUILDING 1
(SPRINKLED)
BUILDING 2
(SPRINKLED)
6" DIP FIRE
SERVICE LINE
TO BUILDING 2
RISER ROOM
WITH EXTERIOR
DOOR
BUILDING
MOUNTED FDC
(BUILDING 2)
REMOTE FDC
(BUILDING 1)
6" DIP FDC
SERVICE LINE
6" DIP FIRE SERVICE
TO BUILDING 1
NEW 4" SS
SERVICE
NEW 6" SS
SERVICE
2" DOMESTIC
TAP
SSCO AT R/W
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OHPOHP
OHPOHP
OHPOHP
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FFE=262.59
FFE=262.53
FFE=261.90
FFE=262.16
FFE=262.05
DN
UP
UP
DN
INDOORRECREATION15426 SF
RETAIL1009 SF
2148 SF
BAR
2178 SF
RESTAURANT
1726 SF
RESTAURANT
BARMEZZANINE730 SF
LIGHTMANUFACTURING
3688 SF
LIGHTMANUFACTURING
OFFICE1658 SF
(MEZZANINE)
WM
20' 10' 0 20' 40'
1"=20'
Drawing Title
Approvals
Revisions
Number Description Date
Date Issued
Project
Client
1310 S. PERSON ST.
REDEVELOPMENT
2321 BLUE RIDGE RD. # 202
RALEIGH, NC 27607
mergecap.com
ADMINISTRATIVE SITE
REVIEW
12/03/19
WAKE LAND DESIGN, PLLC
CIVIL ENGINEERING
PROJECT MANAGEMENT
LAND PLANNING
RALEIGH ZONING SPECIALISTS
NC LICENSE P-1839
PHONE: 919-889-2614
EMAIL: [email protected]
P.O. BOX 418
CLAYTON , NC 27528
LANDSCAPE PLAN
CE-5S.
PE
RSO
N S
T.
(EX
. 66'
PU
BL
IC R
/W -
BM
1885
, PG
76A
)
HOKE ST.(EX. VARIABLE PUBLIC R/W)
SPACINGROOTSIZEBOTANICAL / COMMON NAME
KEY
PLANT SCHEDULE
HC
Halesia carolina / Carolina Silverbell
NS
Nyssa sylvatica / Black Gum
1.5" Cal. /8' HT.
B & B
CONT./
3" Cal. /10' HT.
B & B
CONT./
City of Raleigh Planting Requirements:
1) STREET TREES:
PERSON ST:
248' / 20 LF = 14 Understory trees
Provided: (12) 1.5" Caliper tree <20 spacing lf under overhead power lines. Carolina Silverbell
(under overhead power lines)
HOKE ST:
149' / 40 LF = 3.73 trees
Provided: (3) 3" Caliper Black Gum at 40' O.C. placed in tree lawn
2) TYPE C3 STREET PROTECTIVE YARD:
30 Shrubs / 100' @ 33LF = 9.9 Shrubs
Provided: (10) 10 Gal. 3-4' Height Nellie Stevens Holly
as indicated/
as indicated /
REMARKS
SINGLE STEM
12.5'
20.5'
SYM
INS
Ilex 'Nellie Stevens' / Nellie Stevens Holly
10 GAL.3-4' HT.
as indicated/
10'
10' TYPE C3 STREET
PROTECTIVE YARD
10'
1.11.2
2.12.22.3
WALL AREA AFF: 1,639 SF
OPENINGS SHOWN: 567 (35%)WALL AREA AFF: 950
OPENINGS SHOWN: 371 (39%)
% OF OPENINGS PERMITTED
>10' and <15': 45% S = 738 SF
% OF OPENINGS PERMITTED
>10' and <15': 45% S = 428 SF
FUTURE MECH UNITS
W/ SCREENING
+261.1'
+262.4'+261.9' +262.4'
ACT
UAL
HEIGHT
24' -
0"
ACT
UAL
HEIGHT
22' -
2"
ACT
UAL
HEIGHT
27' -
9"
75'-0"
MAX.
ALL
OWABLE
HEIGHT
+261.8' AVG GRADE
1.1 1.2
2.1 2.2 2.3
50' - 1" 39' - 0"89' - 1"
+262.7'
WALL AREA FOR
TRANSPARENCY: 1,537 SF
TRANSPARENT AREA:
345 SF (22%)
FUTURE MECH UNITS
W/ SCREENING
+255.8'
12
' -
0"
+258.1'
ACT
UAL
HEIGHT
27' -
0"
ACT
UAL
HEIGHT
25' -
2"
ACT
UAL
HEIGHT
30' -
10"
75'-0"
MAX.
ALL
OWABLE
HEIGHT
2.A 2.B 2.C 2.D 2.E 2.F 2.G 2.H 2.J 2.K 2.L 2.M 2.N
12' - 0
"
WALL AREA FOR TRANSPARENCY: 2,959 SF
TRANSPARENT AREA: 601 SF (20%)
+256.9'
+261.1'
ACTUAL H
EIGHT
24' -
11"
ACTUAL H
EIGHT
26' -
9"
75'-0"
MAX.
ALL
OWABLE
HEIGHT
+259' AVG GRADE
SCALE: 1/8" = 1'-0"3
PROPOSED NORTH ELEVATION
SCALE: 1/8" = 1'-0"2
PROPOSED HOKE STREET (SOUTH) ELEVATION TRANSPARENCY DIAGRAM
115 1/2 E. Hargett St
Suite 300
Raleigh, NC 27601
maurerarchitecture.com
DR.
CH.
DATE
PROJ. #
NOT FOR
CONSTRUCTION
FOR REFERENCE
ONLY
S:\Cu
rren
t\Cu
rren
t_Dwgs
\2019job
s\1903
0_Sout
h Par
k\1903
0.2_
Per
son
and
Hoke
Stree
t\Rev
it\S
outh
Par
k.rv
t
12-03-19
2
TRANSPARENCY
DIAGRAMS
DEB
DSM
19030
1310
S. PERSON S
T R
ALEIGH, NORTH C
AROLINA
ADMINISTRATIV
E S
ITE R
EVIEW
12-03-19
1310 S
. PERSON S
T
SCALE: 1/8" = 1'-0"1
PROPOSED PERSON STREET ELEVATION (EAST) TRANSPARENCY DIAGRAM
REVISIONS DATE
1.J1.H1.G1.F1.E1.D1.C1.B1.A26' - 10 1/4"
20' - 2"
+262.7'
FUTURE MECH UNITS
W/ SCREENING
FUTURE MECH UNITS
W/ SCREENING
+259.9'
ACT
UAL
HEIGHT
28' -
3"
75'-0"
MAX.
ALL
OWABLE
HEIGHT
+261.3' AVG GRADE
2.A2.B2.C2.D2.E2.F2.G2.H2.J2.K2.L2.M2.N
FUTURE MECH UNITS
W/ SCREENING
FUTURE MECH UNITS
W/ SCREENING
+262.7'
+259.9'
ACTUAL H
EIGHT
24' -
5"
75'-0"
MAX.
ALL
OWABLE
HEIGHT
+261.3' AVG GRADE
1.J 1.H 1.G 1.F 1.E 1.D 1.C 1.B 1.A
NO CHANGE/EXISTING TO REMAIN
ACT
UAL
HEIGHT
26' -
10"
75'-0"
MAX.
ALL
OWABLE
HEIGHT
SCALE: 1/8" = 1'-0"2
PROPOSED BUILDING 1 EAST ELEVATION
SCALE: 1/8" = 1'-0"3
PROPOSED BUILDING 2 WEST ELEVATION
115 1/2 E. Hargett St
Suite 300
Raleigh, NC 27601
maurerarchitecture.com
DR.
CH.
DATE
PROJ. #
NOT FOR
CONSTRUCTION
FOR REFERENCE
ONLY
S:\Cu
rren
t\Cu
rren
t_Dwgs
\2019job
s\1903
0_Sout
h Par
k\1903
0.2_
Per
son
and
Hoke
Stree
t\Rev
it\S
outh
Par
k.rv
t
12-03-19
3
ELEVATIONS
FOR REFERENCE
DEB
DSM
19030
1310
S. PERSON S
T R
ALEIGH, NORTH C
AROLINA
ADMINISTRATIV
E S
ITE R
EVIEW
12-03-19
1310 S
. PERSON S
T
SCALE: 1/8" = 1'-0"1
PROPOSED BUILDING 1 WEST ELEVATION
REVISIONS DATE
