REDCROSS ST WALNUT ST GRACE ST WALNUT STREET ... -...

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


L8

Parking = 15,842 sf


TOTALS:

Retail = 32,439 sf

Parking = 162,607 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


DOORWAY

ARCH. DETAILS

CITY STD. DRIVEWAYS


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


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


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


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


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


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


CHECKED BY:

DRAWN BY:

DATE:

PROJECT:

REVISIONS:


1

A

2 3 4 5 6

B

C

D

E






SERVICE BY DESIGN

WWW.LS3P.COM

TEL. 910.790.9901 FAX 910.790.3111

16163.PE

RPB

RPB

SITE INVENTORY

MAP

C-2.1


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


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







Signed: ____________________________________



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



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


WW

WW

WW

WW

WW

WW

3rd S

TREE

T99

' PUB

LIC R

IGHT

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


CHECKED BY:

DRAWN BY:

DATE:

PROJECT:

REVISIONS:


1

A

2 3 4 5 6

B

C

D

E






SERVICE BY DESIGN

WWW.LS3P.COM

TEL. 910.790.9901 FAX 910.790.3111



16163.PE

AHE

RPB

LANDSCAPE

PLAN

L-1.0


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







Signed: ____________________________________



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


CHECKED BY:

DRAWN BY:

DATE:

PROJECT:

REVISIONS:


1

A

2 3 4 5 6

B

C

D

E






SERVICE BY DESIGN

WWW.LS3P.COM

TEL. 910.790.9901 FAX 910.790.3111



16163.PE

RPB

RPB

SITE DETAILS

C-4.0


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


(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


CHECKED BY:

DRAWN BY:

DATE:

PROJECT:

REVISIONS:


1

A

2 3 4 5 6

B

C

D

E






SERVICE BY DESIGN

WWW.LS3P.COM

TEL. 910.790.9901 FAX 910.790.3111



16163.PE

RPB

RPB

SITE AUTOTURN

EXHIBIT PLANS

Exh. 1.0


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

REDCROSS ST WALNUT ST GRACE ST WALNUT STREET ... -...

Documents

Transcript of REDCROSS ST WALNUT ST GRACE ST WALNUT STREET ... -...