redcross st walnut st grace st walnut street ... -...
TRANSCRIPT
WALL
WA
LL
Tx2nd S
TREE
T66
' PUB
LIC R
IGHT
OF
WAY
WALNUT STREET66' PUBLIC RIGHT OF WAY
3rd S
TREE
T99
' PUB
LIC R
IGHT
OF
WAY
GRACE STREET66' PUBLIC RIGHT OF WAY
S
I
G
N
A
L
I
Z
E
D
I
N
T
E
R
S
E
C
T
I
O
N
2
-
W
A
Y
S
T
O
P
I
N
T
E
R
S
E
C
T
I
O
N
S
I
G
N
A
L
I
Z
E
D
I
N
T
E
R
S
E
C
T
I
O
N
S
I
G
N
A
L
I
Z
E
D
I
N
T
E
R
S
E
C
T
I
O
N
20'
48'
23'
8'
132'
26'
45'
77'
19'
12% RAMP UP
10%
R
AM
P D
OW
N
N W
AT
ER
S
T
G
RA
CE
ST
M
AR
KE
T S
T
DO
CK
ST
RE
DC
RO
SS
ST
W
ALN
UT
ST
N F
RO
NT
S
T
2 N
D S
T N
3 R
D S
T N
4 T
H S
T N
5 T
H S
T N
6 T
H S
T N
7 T
H S
T N
7 T
H S
T S
TRANSIT STOP
TRANSIT STOP
TRANSIT STOP
TRANSIT STOP
PR
INC
ES
S S
T
CH
ES
TN
UT
ST
HISTORIC SITE
(THALIAN HALL)
SITE
M
B 50
PG
396
SCALE: 1"=20'
0 10 20 40 60
GRAPHIC SCALE
SOLUTIONS THROUGH LISTENING
CHECKED BY:
DRAWN BY:
DATE:
PROJECT:
REVISIONS:
LS3P ASSOCIATES LTD.
1
A
2 3 4 5 6
B
C
D
E
COPYRIGHT 2013 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM LS3P ASSOCIATES LTD.
SERVICE BY DESIGN
WWW.LS3P.COM
TEL. 910.790.9901 FAX 910.790.3111
16163.PE
RPB
RPB
SITE LAYOUT
C-2.0
No. Description Date
VICINITY MAP
SCALE: 1" = 500'
SITE DATA TABULATION
OWNER: RIVERBEND #1, LLC
PROJECT: RIVERBEND 2ND AND GRACE
PROJECT ADDRESS: 229 GRACE STREET
TAX PARCEL IDENTIFICATION #: R04817-001-012-000, R04817-001-002-000,
R04817-001-001-000, R04720-005-001-000,
R04817-001-014-000, R04817-001-009-000
CURRENT ZONING: CENTRAL BUSINESS DISTRICT (CBD)
CAMA LAND USE CLASSIFICATION: URBAN
MINIMUM ALLOWABLE BUILDING HEIGHT: 36'
BY RIGHT BUILDING HEIGHT: 100'
MAXIMUM ALLOWABLE BUILDING HEIGHT: 132'
EXISTING LAND USE: VACANT LAND / AUTO PARKING
PROPOSED LAND USE: RETAIL / RESIDENTIAL
SETBACK STANDARDS
PROVIDED REQUIRED
MINIMUM FRONT SETBACK (2nd ST.) (WEST) AT LEAST 50% OF
BUILDING SET AT
PROPERTY LINE
MINIMUM SIDE SETBACK (WALNUT ST.) (NORTH) AT LEAST 50% OF
BUILDING SET AT
PROPERTY LINE
MINIMUM SIDE SETBACK (GRACE ST.) (SOUTH) 0 FT.
MINIMUM REAR SETBACK (EAST) 0 FT.
ENCROACHMENT 0" INTO PUBLIC ROW 0" INTO PUBLIC ROW
SITE INFORMATION
LOT SIZE 59,222 SF (1.36 AC)
PROPOSED IMPERVIOUS AREA
TOTAL BUILDING (PROPOSED FOOTPRINT) 50,793 SF
TOTAL PROPOSED IMP. AREA 50,793 SF (1.17 AC)
EXISTING IMPERVIOUS AREA
BUILDING (EXISTING) 0 SF
ON-SITE PARKING (EXISTING) 44,805 SF
ON-SITE SIDEWALKS (EXISTING) 2,154 SF
ON-SITE MISCELLANEOUS 351 SF
TOTAL EXISTING IMP. AREA 47,310 SF (1.09 AC)
ON-SITE EXIST. TO BE DEMOLISHED 47,310 SF
PROPOSED PERCENT IMPERVIOUS 50,793 / 59,222 = 85.7%
BUILDING INFORMATION
CONSTRUCTION TYPE: II (T.B.D. BY ARCHITECT)
NUMBER OF EXISTING BUILDINGS 0
NUMBER OF PROPOSED BUILDINGS 1 (8-STORIES)
NUMBER OF UNITS 120 UNITS
TOTAL AREA PER FLOORS:
GROUND:
Retail = 32,439 sf
Parking (ramp) = 2,923 sf
Residential (Lobby) = 1,744 sf
L2:
Parking = 15,842 sf
Residential = 18,841 sf
L3-L7
Parking = 25,600 sf
Residential = 18,841 sf
L8
Parking = 15,842 sf
Residential = 18,841 sf
TOTALS:
Retail = 32,439 sf
Parking = 162,607 sf
Residential = 133,631 sf
PROPOSED BUILDING GSF 328,677 SF
PERCENT OPEN/GLAZED ALONG GRACE STREET: 50% PER CBD ZONING
PERCENT OPEN/GLAZED ALONG 2nd STREET: 50% PER CBD ZONING
PARKING GARAGE(S)
MINIMUM PARKING REQUIRED: N/A
MAXIMUM PARKING ALLOWED: N/A
TOTAL BELOW GRADE MIXED USE PARKING: 98 SPACES
TOTAL ABOVE GRADE MIXED USE PARKING: 474 SPACES
TOTAL PARKING PROVIDED: 570 SPACES (TOTAL)
ACCESSIBLE PARKING REQUIRED: 4 SPACES (RETAIL LOT)
9 SPACES (RESIDENTIAL)
ACCESSIBLE PARKING PROVIDED: 13 SPACES MIN.
BICYCLE RACK(S)/SPACES PROVIDED: (2) RACKS WITH 10 SPACES EA.
ON-STREET PARKING
EXISTING ALONG GRACE STREET: 3 SPACES (IN FRONT OF SITE)
PROPOSED ALONG GRACE STREET: 0 (IN FRONT OF SITE)
EXISTING ALONG 2nd STREET: 4 SPACES (IN FRONT OF SITE)
PROPOSED ALONG 2nd STREET: 13 SPACES (IN FRONT OF SITE)
EXISTING ALONG WALNUT STREET: 6 SPACES (IN FRONT OF SITE)
PROPOSED ALONG WALNUT STREET: NO CHANGE (IN FRONT OF SITE)
RIVERBEND
MARCH 23, 2016
SCHEMETIC DESIGN
RIVERBEND
2nd & GRACE
RIVERBEND #1, LLC
P.O. BOX 1087
WEST END, NC 27376
SITE PLAN KEY:
BUILDING FACADE SIGNAGE
ARCH. DETAILS
LIGHT DUTY ASPHALT PAVING
REFER TO DETAIL C-4.0
GRANITE CURB
DETAIL T.B.D.
CONCRETE SIDEWALK
REFER TO DETAIL C-4.0
DOORWAY
ARCH. DETAILS
CITY STD. DRIVEWAYS
REFER TO DETAIL C-4.0
DELIVERY DOCKS/TRASH COMPACTOR
ARCH. DETAILS
1
2
3
4
5
6
7
8
1. SITE BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM SURVEY
PROVIDED BY HANOVER DESIGN SERVICES. ADJACENT PROPERTY LINES ARE
BASED ON NEW HANOVER COUNTY G.I.S. DATA AND ARE APPROXIMATE.
2. EXISTING WATER AND SEWER LINES ARE OWNED BY CAPE FEAR PUBLIC
UTILITY AUTHORITY (CFPUA).
3. NO TREES ARE ON THE PROPERTY.
4. SITE IS NOT LOCATED WITHIN A SPECIAL HIGHWAY OVERLAY DISTRICT.
5. SITE IS NOT LOCATED WITHIN A 100-YEAR FLOOD ZONE.
6. SITE IS NOT LOCATED WITHIN A CONSERVATION OVERLAY DISTRICT.
7. NO 404 WETLAND AREAS EXIST ON THE SITE.
8. ALL UTILITIES TO REMAIN UNDERGROUND. GREASE TRAPS MAY NEED TO BE
ABANDONED AND FILLED AND CLEANOUTS REROUTED. UTILITES SHALL
CONFORM TO CROSS-CONNECTION REGULATIONS OF THE CAPE FEAR PUBLIC
UTILITY AUTHORITY (CFPUA).
9. TRASH TO BE DISPOSED OF BY COMPACTORS AND DUMPSTERS (PRIVATE
SERVICE, NOT CITY SERVICES).
10. NEW BUILDING SIGNS WILL BE LOCATED AND APPROVED BY THE NEW
HANOVER COUNTY PLANNING DEPARTMENT. SITE FREESTANDING SIGNS OR
MODIFICATIONS TO BE APPROVED BY CITY OF WILMINGTON.
11. TACTILE WARNING MATS WILL BE INSTALLED ON ALL WHEELCHAIR RAMPS.
12. ALL PARKING STALL MARKINGS AND AND LANE ARROWS WITHIN PARKING
AREA SHALL BE WHITE.
13. NO EXISTING DRIVEWAYS ARE TO BE CLOSED UNLESS NCDOT PLANS SPECIFY
OTHERWISE.
14. HEATING/AIR EQUIPMENT IS LOCATED WITHIN THE BUILDING FOOTPRINT.
15. CONTRACTOR SHALL MAINTAIN ALL-WEATHER ACCESS FOR EMERGENCY
VEHICLES AT ALL TIMES DURING CONSTRUCTION.
16. STOP SIGNS AND STREET SIGNS TO REMAIN IN PLACE DURING CONSTRUCTION.
17. PROTECTIVE FENCING IS TO BE PROPERLY MAINTAINED THROUGHOUT THE
DURATION OF THE PROJECT.
18. ANY GROUND LEVEL MECHANICAL EQUIPMENT TO BE SCREENED AS
NECESSARY.
19. NO OBSTRUCTIONS ARE PERMITTED IN THE SPACE BETWEEN 30-INCHES AND
10-FEET ABOVE THE GROUND WITHIN THE TRIANGULAR SITE DISTANCE.
SITE NOTES:
For each open utility cut of
City streets, a $325 permit
shall be required from the
City prior to occupancy
and/or project acceptance.
Public Services Engineering Division
Signed: ____________________________________
APPROVED PLAN - NO PERMIT REQUIRED
Approved Construction Plan
Name Date
Planning
Traffic
Fire
ROLLED GARAGE DOOR
ARCH. DETAILS
MULTI-FAMILY LOBBY (GROUND FLOOR)
ARCH. DETAILS
9
UTILITY INFORMATION
OVERHEAD/UNDERGROUND ELECTRIC
OVERHEAD LINES, TRANSFORMERS, AND TRAFFIC CABINETS ALONG 2nd STREET
PROPOSED TO BE BURIED OR RELOCATED. DUKE ENERGY IS THE ELECTRICAL PROVIDER.
WATER & SEWER
THERE ARE WATER MAINS ON ALL SIDES OF THE SITE AND THE PROPOSED DOMESTIC
AND FIRE SERVICE LINES, METERS, AND BACKFLOWS ARE YET TO BE DETERMINED.
THERE IS SEWER ON ALL SIDES AS WELL EXCEPT THE ALLEYWAY, BUT GRAVITY SERVICE
IS ALSO YET TO BE DETERMINED. CAPE FEAR PUBLIC UTILITY AUTHORITY (CFPUA) IS THE
WATER AND SEWER PROVIDER.
SEWER-WATER DEMAND
120 RESIDENTIAL UNITS X 360 GPD = 43,200 GPD
32,439 SF RETAIL ~= 2,000 gpd BASED ON ACTUAL DEMAND OF SIMILAR USE
TOTAL = 45,200 GPD REQUESTED
GAS
BASED ON THE EXISTING CONDITIONS SURVEY, THERE IS NO EXISTING GAS LINES OR
METERS NEARBY; HOWEVER, GAS MAY BE PROVIDED BY PIEDMONT NATURAL GAS UPON
CONFIRMATION.
STAIRS / ELEVATOR (GROUND FLOOR)
ARCH. DETAILS
10
FIRE RISER/ELECTRICAL ROOM
ARCH. DETAILS
TRANSFORMERS
ARCH. DETAILS
11
12
13
FIRE COMMAND ROOM
ARCH. DETAILS
BANK OF AMERICA 6-SPACE PARKING LOT
ARCH. DETAILS
14
GENERATORS
ARCH. DETAILS
15
EXISTING FIRE HYDRANTS, TYP.
PROPOSED 13 ON-STREET PARKING SPACE
PROPOSED CURBING (R20')
EXISTING FIRE HYDRANTS, TYP.
PROPOSED CURBING (R20')
CROSSWALKS,TYP.
OVERHEAD ELECTRIC
BURIED TELEPHONE LINE
BURIED GAS LINE
BURIED TV CABLE
BURIED FIBER OPTIC
WATER LINE
SANITARY SEWER LINE
STORM DRAINAGE LINE
RIGHT OF WAY/BOUNDARY
BOUNDARY LINE
SS SS
FO
W W W
G
UTV
OHE
UGT
LEGEND:
CENTERLINE
CONCRETE PAVEMENT
BUILDING HATCH
EXISTING CONTOUR41
ASPHALT PAVEMENT
BA
NK
O
F A
ME
RIC
A B
UIL
DIN
G
HA
MP
TO
N IN
N H
OT
EL
HA
MP
TO
N IN
N H
OT
EL
DR
IV
EW
AY
A
CC
ES
S T
O R
EA
R -->
16
PARKING GARAGES
ARCH. DETAILS
RETAIL FLOOR29,000 SF ±
GROUND FLOOR ELEV. 35.0
PARKING LOTELEV. 44.0
PA
RK
ING
DE
CK
BE
LO
W G
RA
DE
-->
(MIX
ED
USE
)
<-- PARKING DECK ABOVE GRADEEL. 44.0 AT ALLEYWAY
(MIXED USE)
ON
E-W
AY
PR
IVA
TE
AL
LE
YW
AY
-->
17
ACCESSIBLE CURB RAMPS
REFER TO DETAIL C-4.0
212 WALNUT STREETBUILDING
WILMINGTON, NORTH CAROLINA 28401
101 NORTH THIRD STREET, SUITE 500
N W
AT
ER
S
T
G
RA
CE
ST
M
AR
KE
T S
T
DO
CK
ST
RE
DC
RO
SS
ST
W
ALN
UT
ST
N F
RO
NT
S
T
2 N
D S
T N
3 R
D S
T N
4 T
H S
T N
5 T
H S
T N
6 T
H S
T N
7 T
H S
T N
7 T
H S
T S
TRANSIT STOP
TRANSIT STOP
TRANSIT STOP
TRANSIT STOP
PR
INC
ES
S S
T
CH
ES
TN
UT
ST
HISTORIC SITE
(THALIAN HALL)
SITE
N W
AT
ER
S
T
G
RA
CE
ST
M
AR
KE
T S
T
DO
CK
ST
RE
DC
RO
SS
ST
W
ALN
UT
ST
N F
RO
NT
S
T
2 N
D S
T N
3 R
D S
T N
4 T
H S
T N
5 T
H S
T N
6 T
H S
T N
7 T
H S
T N
7 T
H S
T S
TRANSIT STOP
TRANSIT STOP
TRANSIT STOP
TRANSIT STOP
PR
INC
ES
S S
T
CH
ES
TN
UT
ST
HISTORIC SITE
(THALIAN HALL)
Ku
Bh
Ur
SITE
9' A
CC
ES
S (D
B 5
50
2 P
G 1
68
2)
D
D
D
D
D
S
S
D
S
S
S
S
D
D
4
2
4
3
15
"R
CP
44
44
4
1
4
2
4
0
3
6
3
6
3
6
3
5
3
9
39
3
3
3
4
3
3
38
3
5
32
3
8
3
7
3
3
3
6
30
' IN
GR
ES
S/E
GR
ES
S E
AS
EM
EN
T
MB
5
6 P
G 2
72
17
' IN
GR
ES
S/E
GR
ES
S E
AS
EM
EN
T
3
4
35
MB
5
6 P
G 2
72
3
3
S 05°37'07" E 66.00'
N 84°22'53" E 80.00' (R\W)
S 84°23'00" W 67.00'
S 84°22'07" W 67.00' (R\W)
N 05°37'07" W 211.01'
DRIVE THRU
WALL
SIGN
WALL
BRICK WALK
CONC. WALK
PLANTER
LIGHT
PARKING
METER
PLANTER
PLANTER
PLANTER
LIGHT
PARKING
METER
LIGHT
PARKING
METER
LIGHT
PARKING
METER
CO
NC
. W
AL
K
BR
IC
K W
AL
K
BR
IC
K W
AL
K
BR
IC
K W
AL
K
LIGHT
PARKING
METER
CONC.
DRIVE
CONC. WALK
CO
NC
. W
AL
K
CONC.
DRIVE
CONC.
WALK
BE
NC
H
BIKE
RACK
WALL
CONC. WALK
CONC.
DRIVE
LIG
HT
S
AS
PH
AL
T D
RIV
E
AS
PH
AL
T D
RIV
E
LANDSCAPED
AREA
0.34'
5.1
'
S 84°22'54" W 809.40' (MONUNENT FRONT & WALNUT - 3rd AND WALNUT)
N
5
0
°
4
1
'
3
1
"
E
5
9
.
4
9
'
TRACT 1
TRACT 2
WA
LL
E
I
P
E
I
P
X
I
NC
O
N
C
.
X
I
NC
O
N
C
.
CONCRETE
MONUMENT
I
R
O
N
S
E
T
I
R
O
N
S
E
T
E
I
P
E
I
P
E
I
P
M
A
G
.
N
A
I
L
S 05°37'00" E 215.96' (R\W)
N 05°37'07" W 114.99'
S 05°37'00" E 114.98' (R\W)
AC
CE
SS
E
AS
EM
EN
T D
B 5
61
9 P
G 2
55
9
4
3
35.8'
18
0.0
'
15
.9
'
41.4'
15
.9
'
62.1'
20.7'
8.1'
20
.3
'
12.7'
9.5
'
14.0'
A1
16
.6
'
10.2'
25.2'
CO
NC
. W
AL
K
CO
NC
. W
AL
K
N 05°37'07" W 133.00'
S 05°37'07" E 66.00'
N 84°22'53" E 50.00'
15
"R
CP
4
4
N 05°37'07" W 133.00'
X
S
E
T
S 84°22'53" W 50.00'
N 84°22'07" E 135.63'
4
4
E
I
P32.00'
S 84°23'00" W
S 84°23'00" W 66.00'
15
"R
CP
4
4
S 05°35'38" E 132.00'
E
I
P
XFORMER
Tx
15
"R
CP
36
34
33
35
I
N
W
A
L
L
4
2
(ADJACENT TRACT)
WOOD BULKHEAD
4
2
N 84°22'53" E 183.55'
43
4
1
(MB 56 PG 272)
12' AIRRIGHTS EASEMENT
4
0
3
9
3
8
ASPHALT DRIVE
S 05°37'07" E 131.96'
SWMH
E
I
P
3
7
3
6
DRIVE
CONC.
INV. 31.63
RIM 39.41
AS
PH
AL
T D
RIV
E
S 84°22'53" W 183.54' (TOTAL)
E
I
P
3
1
3
2
N
A
I
L
4"C
MP
L1
L2
L3
L4
4"C
MP
L5 L6
A
D
B
E C
3
1
SS SS SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
3
1
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSSSS
SS
SS
SS
SS
SS
6''W
8''W
8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W
6''W
6''W
6''W
6''W
6''W
6''W
6''W
6''W
6''W
6''W
W
W
W W W
3
1
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
3
1
SS
SS
SS
SS
SE
WE
R S
ER
VIC
E
WATER
SERVICE
WA
TE
R S
ER
VIC
E
WA
TE
R S
ER
VIC
E
12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W
12''W
12''W
12''W
12''W
12''W
12''W
STORM DRAIN (PUBLIC)
STORM DRAIN (PUBLIC)20"RCP
24
" T
ER
RA
-C
OT
TA
18" RCP
3
2
24
" T
ER
RA
-C
OT
TA
TERRA-COTTA
8" CAST IRON WATERMAIN
TERRA-COTTA
8" CAST IRON WATERMAIN
6" T
ER
RA
-C
OT
TA
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
6" TERRA-COTTA
6" TERRA-COTTA
12" CAST IRON WATERMAIN
6" TERRA-COTTA
PUBLIC SEWER
30
PU
BL
IC
W
AT
ER
PU
BLIC
S
EW
ER
6''W
6''W
PU
BL
IC
W
AT
ER
PU
BL
IC
S
EW
ER
29
3
0
2
7
6''W
34
CURB
CU
RB
CU
RB
3
2
SE
T
CO
NC
. W
ALL
L\P
S 05°37'07" E 66.00'
W\M
CO
NC
.
DR
IV
E
3
3
3
5
3
3
3
4
W
CU
RB
IR
ON
CO
NC
. W
AL
K
CONC. WALL
L\P
30.10
TOP
3
0
S 84°22'53" W 122.00'
SE
T
IR
ON
3
0
3
2
CO
NC
. W
AL
L
3
1
S 05°37'07" E 66.00'
CO
NC
. W
AL
K
CONCRETE WALK
N 05°37'00" W 45.00'
N 05°37'00" W 87.00'
N 05°37'00" W 87.00'
S 84°23'00" W 66.00'
(VACANT LOT)
(CONCRETE PARKING LOT)
BLOCK WALL
(CONCRETE PARKING LOT)
LIGHT
POLE
CURB
INLET
DR
IV
E
CO
NC
.
X
I
N
W
A
L
L
O
H
E
O
H
E
F
LO
W B
RIC
K W
AL
L
O
V
E
R
H
E
A
D
P
O
W
E
R
LOW BRICK WALL
H
G
12" R
C
P
1
2
"
R
C
P
1
5
"
R
C
P
1
2
"
R
C
P
12" R
C
P
1
2
"
R
C
P
1
2
"
R
C
P
SWMH
RIM 35.75
INV. 29.44
SSMH
RIM 37.53
INV. 31.44
SSMH
RIM 41.01
INV. 34.34
CURB INLET
TOP 31.25
INV. 28.45
6" P
IP
E M
ET
AL
4.5' TEMPORARY
CONSTRUCTION EASEMENT
DB 5909 PG 336
DB 5909 PG 321
INLET
RIM 41.81
INV. 37.51
INLET
RIM 43.30
INV. 38.10
108 GRACE LLC
DB 5673 PG 117
TAX PARCEL No. R04817-001-001-000
201 GRACE STREET
5742 SF (0.13 Ac.)
RIVERBEND #1 LLC
DB 5875 PG 1811
TRACT 2
4223 SF (0.10 Ac.)
205 GRACE ST.
TAX #R04817
-001-002
ZONED CBD
N\F
WILMINGTON HOTEL GROUP LLC
DB 5733 PG 2319
RIVER BEND #1
DB 5875 PG 1801
7704 SF (0.18 Ac.)
TRACT E
MB 56 PG 272
301 N. 3rd STREET
TAX #R04817-001-004-000
ZONED CBD
4' PERMANENT
ENCROACHMENT EASEMENT
DB 5909 PG 336
DB 5909 PG 321
20' TEMPORARY
CONSTRUCTION EASEMENT
DB 5909 PG 336
DB 5909 PG 321
SWMH
RIM 31.14
INV. 25.53
SSMH
RIM 31.44
INV. 26.04
INTERFERENCE
MANHOLE
RIM 29.98
INV. 27.97
P
U
N
C
H
H
O
L
E
I
N
T
O
O
F
W
A
L
L
11' TEMPORARY
CONSTRUCTION
EASEMENT
DB 5909 PG 336
DB 5909 PG 321
N
A
I
L
I
N
W
A
L
L
X
I
N
W
A
L
L
X
I
N
C
O
N
C
.
ANNE DUNBAR CLINE
DB 2759 PG 1
TAX PARCEL No. R04720-005-001-000
308 N. 2nd STREET
2969 SF
0.07 Ac.
316 N. 2nd STREET
TAX #R04817-001-014-000
ZONED CBD
INLET
RIM 30.63
INV. 29.68
2nd S
TREE
T66
' PUB
LIC R
IGHT
OF
WAY
SSMH
RIM 36.10
INV. 30.69
X IN
CO
NC
.
SWMH
RIM 39.80
INV. 33.82
SWMH
RIM 36.65
INV 30.57
INLET
TOP 36.50
INV. 34.15
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
RIVER BEND #1
DB 5875 PG 1811
6650 SF
0.15 Ac.
KIRKPATRICK JAMES TRUST
DB 5908 PG 2857
TAX PARCEL No. R04817-001-009-000
8052 SF
0.18 Ac.
L\P
L\P
L\P
SWMH
RIM 36.09
INV. 29.86
PA
RK
IN
G
ME
TE
R
PA
RK
IN
G
ME
TE
R
PA
RK
IN
G
ME
TE
R
PA
RK
IN
G
SIG
N
WALNUT STREET66' PUBLIC RIGHT OF WAY
INLET
RIM 43.56
INV. 38.76
STORM MH
RIM 42.72
WW
WW
WW
WW
WW
WW
INLET
RIM 36.00
INV. 32.70
INLET
RIM 43.50
INV. 39.00
17
5.5
'
INLET
RIM 43.30
INV. 39.15
WALNUT STREET
VENTURES INC
DB 2085 PG 370
TWO TWELVE
WALNUT HOA
DB 5192 PG 682
INLET
RIM 30.65
INV. 29.80
S 84°22'53" W 72.00'
INLET
RIM 33.87
INV. 30.97
WA
TE
R
ME
TE
R
INLET
RIM 35.09
INV. 31.79
RIVER BEND #1
DB 5875 PG 1811
17211 SF
0.40 Ac.
TRACT A-1
MB 56 PG 272
319 N. 3rd STREET TAX
#R04817-001-015-000
ZONED CBD
BANK OF AMERICA
BUILDING
GROUND LEVEL
FIRST FFE-44.58
SECOND FFE-66.64
THIRD FFE-80.01
FOURTH FFE-93.31
3rd S
TREE
T99
' PUB
LIC R
IGHT
OF
WAY
GROUND LEVEL
BUILDING
12.7'
41.4'
17.1'
4.5
'
WATER
METER
SEWER
CLEAN OUT
XFORMER
P.POLE
WA
TE
R
VA
LV
E
L\P
L\P
L\P
SWMH
RIM 33.63
INV. 29.63
PA
RK
IN
G
ME
TE
R
AT&T
ACCESS
HATCH
SWMH
RIM 36.63
INV. 28.87
X
I
N
W
A
L
L
28
P
A
V
E
R
S
W
A
L
K
AC
CE
SS
IB
LE
PA
RK
IN
G S
PA
CE
S
35
.5
'
ME
CH
. R
M
GRACE STREET66' PUBLIC RIGHT OF WAY
S
I
G
N
A
L
I
Z
E
D
I
N
T
E
R
S
E
C
T
I
O
N
WE
LL
S F
AR
GO
B
UIL
DIN
G
NEW HANOVER COUNTY
OFFICES / LIBRARY /
EMS PARKING AREAS
2
-
W
A
Y
S
T
O
P
I
N
T
E
R
S
E
C
T
I
O
N
OH
EO
HE
OH
EO
HE
(2
) O
N-S
TR
EE
T P
AR
KIN
G
OH
EO
HE
OH
EO
HE
OH
EO
HE
OH
E
OH
EO
HE
OH
E
OHE
OHE
(3
) O
N-S
TR
EE
T P
AR
KIN
G(2
) O
N-S
TR
EE
T P
AR
KIN
G(2
) O
N-S
TR
EE
T P
AR
KIN
G
S
I
G
N
A
L
I
Z
E
D
I
N
T
E
R
S
E
C
T
I
O
N
S
I
G
N
A
L
I
Z
E
D
I
N
T
E
R
S
E
C
T
I
O
N
WW
W
WW
W
TRAFFIC
LIGHT
P.POLE
(6) ON-STREET PARKING
OH
E
OH
EO
HE
SCALE: 1"=20'
0 10 20 40 60
GRAPHIC SCALE
SOLUTIONS THROUGH LISTENING
CHECKED BY:
DRAWN BY:
DATE:
PROJECT:
REVISIONS:
LS3P ASSOCIATES LTD.
1
A
2 3 4 5 6
B
C
D
E
COPYRIGHT 2013 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM LS3P ASSOCIATES LTD.
SERVICE BY DESIGN
WWW.LS3P.COM
TEL. 910.790.9901 FAX 910.790.3111
16163.PE
RPB
RPB
SITE INVENTORY
MAP
C-2.1
No. Description Date
VICINITY MAP
SCALE: 1" = 500'
MARCH 23, 2016
SCHEMETIC DESIGN
SITE INVENTORY DATA
1. PREPARER OF THE PLAN: PARAMOUNTE ENGINEERING
122 CINEMA DRIVE
WILMINGTON, NC 28403
2. APPLICANT NAME: RIVERBEND #1, LLC
3. SITE ADDRESS: 229 GRACE STREET
WILMINGTON, NC 28401
4. PROPERTY OWNER: RIVERBEND #1, LLC
5. DEVELOPER: RIVERBEND #1, LLC
6. PROPERTY BOUNDARY: SEE PLAN
7. ZONING: CBD
8. ADJACENT PROPERTY INFORMATION SEE PLAN
(OWNER AND ZONING):
9. VICINITY MAP: SEE MAP ABOVE
10. TOPOGRAPHY: SEE PLAN
11. 100 YEAR FLOOD PLAIN BOUNDARY: SITE IS NOT LOCATED IN THE
100 YEAR FLOOD PLAIN
12. LOCATION OF EXISTING DITCHES, N/A
CREEKS, AND STREAMS:
13. SOILS: KUREB (KU)
(SEE SOILS MAP ABOVE)
14. CAMA AEC & ASSOCIATED SETBACKS: N/A
15. CAMA LAND CLASSIFICATION: URBAN
16. CONSERVATION RESOURCES: N/A
17. LOCAL, STATE, OR FEDERAL N/A
HISTORIC OR ARCHAEOLOGICAL SITE:
18. LOCATION OF CEMETERIES, N/A
BURIAL SITES, OR BURIAL GROUNDS:
19. SQUARE FOOTAGE OF FORESTED N/A
AREA, HABITAT, AND DOMINANT SPECIES:
20. SECTION 404 WETLANDS AND SECTION N/A
10 WATERS:
21. PROTECTED SPECIES OR HABITAT: N/A
22. THOROUGHFARES, BIKE ROUTES, T.B.D.
SIDEWALKS, TRANSIT FACILITIES
(EXISTING OR PROPOSED):
SOILS MAP
SCALE: 1" = 500'
RIVERBEND
2nd & GRACE
RIVERBEND #1, LLC
P.O. BOX 1087
WEST END, NC 27376
For each open utility cut of
City streets, a $325 permit
shall be required from the
City prior to occupancy
and/or project acceptance.
Public Services Engineering Division
Signed: ____________________________________
APPROVED PLAN - NO PERMIT REQUIRED
Approved Construction Plan
Name Date
Planning
Traffic
Fire
M
B 50
PG
396
OVERHEAD ELECTRIC
BURIED TELEPHONE LINE
BURIED GAS LINE
BURIED TV CABLE
BURIED FIBER OPTIC
WATER LINE
SANITARY SEWER LINE
STORM DRAINAGE LINE
RIGHT OF WAY
BOUNDARY LINE
SS SS
FO
W W W
G
UTV
OHE
UGT
LEGEND:
CENTERLINE
EXISTING CONTOUR41
EASEMENT
WILMINGTON, NORTH CAROLINA 28401
101 NORTH THIRD STREET, SUITE 500
WALL
WA
LL
Tx
6''W
8''W
8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W
6''W
6''W
6''W
6''W
6''W
6''W
6''W
6''W
6''W
6''W
W
W
W W W
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
PU
BL
IC
W
AT
ER
6''W
6''W
PU
BL
IC
W
AT
ER
6''W
W
2nd S
TREE
T66
' PUB
LIC R
IGHT
OF
WAY
WALNUT STREET66' PUBLIC RIGHT OF WAY
WW
WW
WW
WW
WW
WW
3rd S
TREE
T99
' PUB
LIC R
IGHT
OF
WAY
GRACE STREET66' PUBLIC RIGHT OF WAY
WW
WW
W
4
HLS
12
HLS
1
HLS
N W
AT
ER
S
T
G
RA
CE
ST
M
AR
KE
T S
T
DO
CK
ST
RE
DC
RO
SS
ST
W
ALN
UT
ST
N F
RO
NT
S
T
2 N
D S
T N
3 R
D S
T N
4 T
H S
T N
5 T
H S
T N
6 T
H S
T N
7 T
H S
T N
7 T
H S
T S
TRANSIT STOP
TRANSIT STOP
TRANSIT STOP
TRANSIT STOP
PR
INC
ES
S S
T
CH
ES
TN
UT
ST
HISTORIC SITE
(THALIAN HALL)
SITE
M
B 50
PG
396
SCALE: 1"=20'
0 10 20 40 60
GRAPHIC SCALE
SOLUTIONS THROUGH LISTENING
CHECKED BY:
DRAWN BY:
DATE:
PROJECT:
REVISIONS:
LS3P ASSOCIATES LTD.
1
A
2 3 4 5 6
B
C
D
E
COPYRIGHT 2013 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM LS3P ASSOCIATES LTD.
SERVICE BY DESIGN
WWW.LS3P.COM
TEL. 910.790.9901 FAX 910.790.3111
WILMINGTON, NORTH CAROLINA 28401
101 NORTH THIRD STREET, SUITE 500
16163.PE
AHE
RPB
LANDSCAPE
PLAN
L-1.0
No. Description Date
VICINITY MAP
SCALE: 1" = 500'
RIVERBEND
FEBRUARY 15, 2017
SCHEMETIC DESIGN
10'R
10'R
RIVERBEND
2nd & GRACE
RIVERBEND #1, LLC
P.O. BOX 1087
WEST END, NC 27376
For each open utility cut of
City streets, a $325 permit
shall be required from the
City prior to occupancy
and/or project acceptance.
Public Services Engineering Division
Signed: ____________________________________
APPROVED PLAN - NO PERMIT REQUIRED
Approved Construction Plan
Name Date
Planning
Traffic
Fire
B
SITE DATA TABULATION
CURRENT ZONING: CBD (CENTRAL BUSINESS DISTRICT)
LANDSCAPING
PARKING AREA LANDSCAPING:
PARKING AREA IS ENTIRELY LOCATED UNDER THE STRUCTURE OF THE BUILDING. NO LANDSCAPE IS
PROVIDED IN PARKING AREAS
BUILDING SETBACK:
THE BUILDING WILL BE LOCATED ON OR SET BACK LESS THAN ONE FOOT FROM THE PROPERTY LINES.
ENTIRE AREA FROM CURB TO BUILDING WILL BE HARDSCAPE OR STREET TREE PLANTING AS INDICATED ON
THE PLAN.
STREET TREES:
STREET TREE REQUIREMENT: 1 TREE/ 30 FT. OF FRONTAGE
WALNUT STREET REQUIRED: 122 FT OF FRONTAGE - 0' OF DRIVEWAY =
122' / 30 = 4 TREES
WALNUT STREET PROVIDED: 4 TREES
2ND STREET REQUIRED: 331 FT OF FRONTAGE - 0' OF DRIVEWAY =
331' / 30 = 11 TREES
2ND STREET PROVIDED: 12 TREES
GRACE STREET REQUIRED: 98 FT OF FRONTAGE - 79' OF DRIVEWAY =
19' / 30 = 1 TREE
GRACE STREET PROVIDED: 1 TREE
3RD STREET - EXISTING TREES TO REMAIN
TREE REMOVAL:
NO TREES EXIST ON THE SITE, NO MITIGATION REQUIRED
LANDSCAPE NOTES:
1. Contractor is responsible for identifying all utilities prior to beginning construction. Reference City of Wilmington Notes on Site Plan for more
information.
2. Trees shall be located a minimum of 5 feet from sewer/water connections or as otherwise dictated by local regulations. Contractor shall be liable
for damage to any and all public or private utilities.
3. All plant material shall meet the current version of the American Association of Nurserymen's Standards.
4. No existing trees shall be removed without approved tree removal permit from the City of Wilmington.
5. All planting areas, mulch areas and tree wells (excluding seeded areas) shall be mulched with 3 inch minimum and 4 inch maximum depth
double shredded hardwood mulch unless otherwise noted.
6. Planting soil mix: Mix existing soil with the soil amendments and fertilizers in the quantities recommended by the soil testing laboratory, third
party recognized by the State department of Agriculture or as otherwise approved by the Landscape Architect or Owner's Representative.
7. Any and all substitutions of plant material shall be approved by Landscape Architect or Owner's Representative. Failure in obtaining approval
may result in liability to the Contractor.
8. The Contractor shall replace dead and/or unhealthy plant material within 12 months of acceptance of the installed material from the Owner or
Owner's Representative.
9. The Contractor shall prepare all seeded or sodded areas to assure that the subgrade has been raked and rolled to accept the sod/seed. All
sod/seed areas must be irrigated or hand watered. All sod shall be placed with staggered joints and no gaps between sod joints. Sod should be
rolled after installation. All seeded and/or sodded areas should provide a smooth surface free of dips and unleveled ground.
10. Any irrigation shall be designed and installed by a licensed irrigation contractor in the state of North Carolina.
11. The Contractor is responsible for hand watering the installed plant material for a period of 6 months from the acceptance from the Owner or
Owner's Representative if irrigation has not been installed. During the first 3 months, all material including seeded or sodded areas shall be
hand watered once weekly or as needed to ensure survival of plants. The remaining 3 months all material shall be hand watered once per
week.
12. Contractor is responsible for removing trash, debris and excess materials from the job site once the project is complete. Securing any materials
left on site during the course of the project is the Contractor's responsibility and the Contractor will be required to replace any materials at the
Contractor's cost.
13. There are no known conservation resources associated with this parcel.
14. Reference site plan and demolition plans for existing and proposed utility information.
15. Contractor shall supply all tree grates and root barriers as specified or substituted materials as approved by Owner and City of Wilmington.
17. Contractor is responsible for restoring/rebuilding the 3rd Street streetscape to existing conditions and as acceptable to City of Wilmington.
Contractor is responsible for obtaining 3rd Street streetscape plans from City of Wilmington prior to installation of any materials along 3rd Street.
18. Contractor is responsible for transplanting, holding/storing/stock piling and replanting/reinstalling all existing plant material and streetscape
materials along 3rd Street. Contractor shall replace any damaged or unsatisfactory material with new material to match the same size, type and
color of material installed back on site.
19. If sidewalks, planters, benches, tree grates, brick pavers, or curbing are damaged during removal, storage, or construction, the
applicant shall replace them using an approved contractor in accordance with NCDOT or City of Wilmington Standards.
6'-0"
2"-3" PEA GRAVEL LEVEL TO WITHIN 1/2"
OF TREE GRATE; KEEP GRAVEL 1"-2"
AWAY FROM TRUNK
TREE GRATE WITH TYPE U FRAME; INSTALL PER
MANUFACTURER'S SPECIFICATIONS
PLANTING MIX (SEE SPECS.). INSTALL IN
8" LIFTS, WATER BETWEEN LIFTS.
MAINTAIN 6" CLEAR ZONE AT ROOT
FLARE
ROOT CROWN TO BE LEVEL WITH
SIDEWALK, ± 1"
REMOVE TYPICAL EXCESS SOIL FROM
GROWER OVER ROOT SYSTEM, UPTO 1"
DEPTH. REJECT PLANTS WITH MORE
THAN 3" EXCESS SOIL.
UNDISTURBED SOIL; CONTRACTOR TO
EXCAVATE TO LINE OF TREE WELL
REFERENCE ROADWAY
SECTION SHEET C6.0
4" PERFORATED DRAIN PIPE WRAPPED
IN FILTER FABRIC & SET IN WASHED
#57 STONE TRENCH - MIN. TRENCH
DEPTH 12" & 1" MIN., 2" MAX. GRAVEL
COVER OVER PIPE (COORDINATE
DEPTH WITH ROADWAY, SIDEWALK,
AND UTILITY PLANS); TRENCH AND
PIPE SHALL BE WIDTH OF TREE WELL
UNLESS OTHERWISE STATED.
SET ROOTBALL ON COMPACTED
SUBGRADE
TWO PIECE 48" X 72" CAST IRON TREE GRATE; SEE
SPECIFICATIONS THIS SHEET
TREES CODE BOTANICAL NAME SIZE QTY
HLS GLEDITSIA TRIACANTHOS INERMIS `SUNBURST`
Sunburst Thornless Honeylocust
2.5" CAL 17
PLANT SCHEDULE
TYPICAL TREE WELL LOCATION; PROPOSED TREE WELLS
ALONG ALL SIDEWALKS TO BE INSTALLED AS SHOWN ON
THIS PLAN; EACH TREE WELL TO BE TOPPED OFF WITH
TREE GRATE - SEE DETAILS THIS SHEET
HA
MP
TO
N IN
N H
OT
EL
HA
MP
TO
N IN
N H
OT
EL
DR
IV
EW
AY
A
CC
ES
S T
O R
EA
R -->
RETAIL FLOOR29,000 SF ±
GROUND FLOOR ELEV. 35.0
PARKING LOTELEV. 44.0
PA
RK
ING
DE
CK
BE
LO
W G
RA
DE
-->
(MIX
ED
USE
)
<-- PARKING DECK ABOVE GRADEEL. 44.0 AT ALLEYWAY
(MIXED USE)
212 WALNUT STREETBUILDING
SOLUTIONS THROUGH LISTENING
CHECKED BY:
DRAWN BY:
DATE:
PROJECT:
REVISIONS:
LS3P ASSOCIATES LTD.
1
A
2 3 4 5 6
B
C
D
E
COPYRIGHT 2013 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM LS3P ASSOCIATES LTD.
SERVICE BY DESIGN
WWW.LS3P.COM
TEL. 910.790.9901 FAX 910.790.3111
WILMINGTON, NORTH CAROLINA 28401
101 NORTH THIRD STREET, SUITE 500
16163.PE
RPB
RPB
SITE DETAILS
C-4.0
No. Description Date
RIVERBEND
2nd & GRACE
RIVERBEND #1, LLC
P.O. BOX 1087
WEST END, NC 27376
MARCH 23, 2016
SCHEMETIC DESIGN
CROSSWALKDATE:
DRAWN BY
FEBRUARY, 2012
JSR
CHECKED BY BDR, P.E.
SCALE NOT TO SCALE
STANDARD DETAIL
PAVEMENT MARKINGS
SD 11-11
CITY OF WILMINGTON ENGINEERING
PO BOX 1810
WILMINGTON, NC 28402
(910) 341-7807
10' TYP.-
6'MIN. W/ APPROVAL
2'
2'
SPECIAL EMPHASIS
CROSSWALK
LANDING
LANDING
8"
STANDARD PARALLEL
CROSSWALK
STOP BAR ONLY
LANDING
LANDING
HIGH VISIBILITY
CROSSWALK
2'
2'
10'
1-TYPICAL CROSSWALK DIMENSIONS ARE PROVIDED FOR REFERENCE. ALL
APPLICATIONS SHALL CONSIDER PEDESTRIAN, BICYCLE AND TRAFFIC
CONDITIONS AND ARE SUBJECT TO ADA GUIDELINES AND MATERIAL
SPECIFICATIONS. LAYOUTS SHALL BE DIRECTED BY THE ENGINEER.
2-GENERALLY, STANDARD PARALLEL CROSSWALKS TO BE USED AT SIGNALIZED
INTERSECTIONS OR WHERE CROSSWALK TRAFFIC OR CONFLICT POINTS ARE AVERAGE.
SPECIAL EMPHASIS CROSSWALKS AND HIGH VISIBILITY CROSSWALKS ARE NEEDED AT
BUSY SIGNALIZED INTERSECTIONS AND WHERE BICYCLE AND PEDESTRIAN TRAFFIC
REQUIRES INCREASED VISIBILITY.
8'-10'
ON C
L
2'-5'
4'
DATE:
DRAWN:
DECEMBER, 2010
PB/JSR
CHECKED: DEC
SD 3-07SCALE NOT TO SCALE
STANDARD DETAIL
SD 3-08
DATE:
DRAWN:
CHECKED:
SCALE NOT TO SCALE
STANDARD DETAIL
SHEET 1 OF 2DEPRESSED CURBS
DATE:
DRAWN BY
2/29/2008
J. RHYNE
CHECKED BY AMS, P.E.
SD 8-10SCALE NOT TO SCALE
STANDARD DETAIL
GUIDELINES FORWHEELCHAIR RAMPS &
SHEET 2 OF 2DEPRESSED CURBS
GUIDELINES FORWHEELCHAIR RAMPS &
SD 8-10
DATE:
DRAWN BY
2/29/2008
J. RHYNE
CHECKED BY AMS, P.E.
SCALE NOT TO SCALE
STANDARD DETAIL
GUTTER
3'-4"
MIN.
VAR.
GRASS
STRIP
PERPENDICULARCURB RAMP ADJACENT
TO PLAZA
DECEMBER, 2010
PB/JSR
DEC
PERPENDICULARCURB RAMP ADJACENTTO WALKING SURFACE
RAMP W/ CURB RETURNRAMP W/ DEPRESSED CURB
L
A
N
D
I
N
G
DRAWN:
CHECKED:
SCALE
DATE:
STANDARD DETAIL
PB/JSR
DEC
NOT TO SCALE
OCTOBER, 2010
SIDEWALK
SD 3-10
30'
FILLED EXPANSION JOINT FILLED EXPANSION JOINT
5'
SECTION A-A
5'
AA
CONTROL JOINT
FILLED EXPANSION JOINT
4"
1/2"
SECTION B-B
SCORE
1/4"
1"
BB
NOTES: 1. JOINT MATERIAL TO COMPLY WITH CURRENT NCDOT STANDARDS.
2. SANITARY SEWER CLEAN-OUTS, WATER METERS, MANHOLES, AND VALVE LIDS TO BE
LOCATED OUTSIDE SIDEWALK WHERE FEASIBLE.
3. MINIMUM SIDEWALK WIDTH TO BE 6' MINIMUM IF PLACED AT BACK OF CURB.
4. CONCRETE FOR ALL SIDEWALKS (EXCEPT ANY PORTION CONTAIN WITHIN A DRIVEWAY
APRON) SHALL BE CLASS "A" - 3,000 PSI.
5. MINIMUM REPLACEMENT FOR REPAIRS IS A 5' X 5' PANEL
6. 4" STONE BASE MAY BE REQUIRED FOR POOR SOIL CONDITIONS
7. MINIMUM DEPTH FOR TUNNELING BELOW SIDEWALK IS 12"
8. MAX ADJACENT GROUND SLOPE WITHOUT RAILING IS 2:1
9. MIN GRADE FOR PROPER DRAINAGE IS 1% IN AT LEAST 1 DIRECTION. MAX CROSS
SLOPE IS 2%. MAX LONGITUDINAL SLOPE IS 8.3%, 10% IF LIMITED BY
EXISTING CONDITIONS, OR NO GREATER THAN THE SLOPE OF
THE EXISTING ADJACENT ROAD.
DRIVEWAY THROAT
13' FLARE13' FLARE
3' MINIMUM
EXTENSION
A
A
B B
COMMERCIAL DRIVEWAY
SEE INSET
INSET
CONCRETE PAVEMENT SECTION
(HEAVY DUTY PAVEMENT)
5.0" 4,000 PSI CONCRETE
WITH 6"X6" WWF 1" OFF BOTTOM
6" CABC
MIN. 6" COMPACTED SUBGRADE
X X X X X X
ASPHALT PAVEMENT SECTION
(LIGHT DUTY PAVEMENT)
2.0" SF9.5B
SURFACE COURSE
6" CABC
COMPACTED SUBGRADE ASSUMING
SUBGRADE MEETS ENGINEER'S APPROVAL AND/OR
NCDOT DISTRICT ENGINEER'S APPROVAL.
OTHERWISE COMPACTED ABC STONE SHALL BE USED.
3/4" CRUSHED
STONE
SEE TYPICAL PAVEMENT
SECTION DETAIL
GRANITE CURB
TYP. CITY OF WILMINGTON
STANDARD SOURCE
1500 PSI (MIN)
CONCRETE
FULL LENGTH
EACH SIDE
CITY STD. SIDEWALK
(SEE DETAILS)
NOT TO SCALE
GRANITE CURB (CITY STREET)
1'-0
"
1'-6"
0'-5"
1"
1'-0"
1"R
1
2
"R
1
1
4
"R
0'-6
"
0'-5
.5
0"
0'-6
.0
"
NOT TO SCALE
18" CURB AND GUTTER (STD. & SPILL)
0.75" ADDITIONAL
STONE FOR STD. CURB
SPILL CURBSTANDARD (STD.) CURB
N W
AT
ER
S
T
G
RA
CE
ST
M
AR
KE
T S
T
DO
CK
ST
RE
DC
RO
SS
ST
W
ALN
UT
ST
N F
RO
NT
S
T
2 N
D S
T N
3 R
D S
T N
4 T
H S
T N
5 T
H S
T N
6 T
H S
T N
7 T
H S
T N
7 T
H S
T S
TRANSIT STOP
TRANSIT STOP
TRANSIT STOP
TRANSIT STOP
PR
INC
ES
S S
T
CH
ES
TN
UT
ST
HISTORIC SITE
(THALIAN HALL)
SITE
GRACE STREET66' PUBLIC RIGHT OF W
AY
S
I
G
N
A
L
I
Z
E
D
I
N
T
E
R
S
E
C
T
I
O
N 2nd STREET66' PUBLIC RIGHT OF WAY
20'
48'
23'
8'
77'
10% RAMP DOWN
WB
-62
AA
SH
TO
2004 (U
S)
WB-6
2
AASHTO 2004 (US)
WA
LL
WALL
Tx
M
B 5
0
PG
396
SCALE: 1"=20'
0 10 20 40 60
GRAPHIC SCALE
SOLUTIONS THROUGH LISTENING
CHECKED BY:
DRAWN BY:
DATE:
PROJECT:
REVISIONS:
LS3P ASSOCIATES LTD.
1
A
2 3 4 5 6
B
C
D
E
COPYRIGHT 2013 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM LS3P ASSOCIATES LTD.
SERVICE BY DESIGN
WWW.LS3P.COM
TEL. 910.790.9901 FAX 910.790.3111
WILMINGTON, NORTH CAROLINA 28401
101 NORTH THIRD STREET, SUITE 500
16163.PE
RPB
RPB
SITE AUTOTURN
EXHIBIT PLANS
Exh. 1.0
No. Description Date
VICINITY MAP
SCALE: 1" = 500'
RIVERBEND
MARCH 23, 2016
SCHEMETIC DESIGN
RIVERBEND
2nd & GRACE
RIVERBEND #1, LLC
P.O. BOX 1087
WEST END, NC 27376
WB-67 (OAL = 73.5')
NOTES:
1. AUTOTURN IS VERY CONSERVATIVE DESIGN TURNING
MODEL AND EXPERIENCED TRUCK DRIVERS CAN
MANEUVER BETTER THAN THE ANGLES, ETC. WITHIN
THE MODEL OUTPUT.
2. PER CONVERSATIONS WITH DON BENNETT, PE, CITY
TRAFFIC ENGINEER, THE CFCC FINE ARTS CENTER HAS
HAD WB-67s MANEUVER INTO THE LOADING DOCK OFF
2ND ST WITHOUT BLOCKING OFF ALL THE ON-STREET
PARKING.
3. CITY ORDINANCE DOES NOT ALLOW PASS THROUGH
TRUCK TRAFFIC ON 3RD STREET OVER A CERTAIN
WEIGHT; EXCEPT TRUCKS FOR A SPECIFIC DESTINATION
AND RETURN TO THE NEAREST STATE ROAD.
SCALE: 1"=30'
0 15 30 60 120
GRAPHIC SCALE
0.54'
1.2'
0.65'
9.5'
TO
G
RO
UN
D
22.4 FT
18.3 FT
319 N
. 3R
D S
T. (B
OA
)
319 N
. 3R
D S
T. (B
OA
)
CROSSWALK BRICK PAVERS
DOUBLE DOORENTRANCE
STEPS DOWNBELOW WALL
CROSS-SECTION A-ANOT TO SCALE
319 N
. 3R
D S
T. (B
OA
)
MECH. ROOMDOUBLE DOORS
212 W
AL
NU
T S
T. B
UIL
DIN
G
18.2 FT
25.5 FT
299 G
RA
CE
ST
. (H
AM
PT
ON
IN
N)
1.80'
299 Grace St.
(Hampton Inn)
212 Walnut St.
A B
CROSS-SECTION B-BNOT TO SCALE
CROSS-SECTION C-CNOT TO SCALE
REINF. CONC.RETAINING WALL
PARKING
PROPOSED CROSS-SECTION D-DNOT TO SCALE
D
GR
AC
E S
TR
EE
T66' R
OW
WA
LN
UT
ST
RE
ET
66' R
OW
18.2'
A
A
18
.3'
B
B
22
.4'
C
C
25.5'
D
D
M
B 5
0
PG
396