vicinity map - wilmingtonprotrak.wilmingtonnc.gov/ptdocuments/uploads/... · book 1042, page 0202...

124 Market StreetWilmington, NC 28401

910.762.0892johnsawyerarchitects.com

JohnSawyerArchitects

320 Chestnut Street Additions & Renovations

New Hanover County

Revisions:

of6 Sheets

© 2014 John Sawyer Architects, PC - All Rights Reserved

Engineering Review SubmittalAugust 4, 2014

G1.0 Index, Legend & Abbreviations

C1.1 Site Staking PlanC2.1 Existing Conditions and Demolition PlanC3.1 Site Grading and Erosion Control PlanC4.1 Site Planting PlanC5.1 DetailsC5.2 Details

PE1 Existing Site WorkPE2 New Site Work

AC1.0 Site & Adjacent Property OwnersAC1.1 Construction Fence Plan and Off Site

ImprovementsAC1.2 Impervious Surface CalculationsAC1.3 Communications Services Conduit

INDEX OF DRAWINGS

320 Chestnut StreetAdditions & RenovationsNew Hanover County

Engineering Review SubmittalAugust 4, 2014

G1.0

Cover

Drawing TitleScale

2A1

Abbreviations

3-A4

.0

DOOR #

2-A1.4

ELEVATION REFERENCE

WALL SECTION REFERENCE

DRAWING TITLE

INDICATES ENLARGED DETAIL

3-A4.0

PLAN DETAIL REFERENCE

INDICATES DRAWING #

INDICATES SHEET WHEREDRAWING IS SHOWN

INDICATES SHEET WHERESECTION IS SHOWN

INDICATES SECTION #

INDICATES SHEET WHERE ELEVATION IS SHOWN

INDICATES ELEVATION #

Symbols Legend

BUILDING SECTION REFERENCE

INDICATES SHEET WHERE DRAWING IS SHOWN

INDICATES SECTION #

WINDOW TYPE

ADJ. - ADJUSTABLEA.F.F. - ABOVE FINISHED FLOORALUM. - ALUMINUMAHU . - AIR HANDLING UNITBLDG. - BUILDINGB.O.S.-BOTTOM OF STEELB.R.-BACKER RODC.J. - CONTROL JOINTC.M.U. - CONCRETE MASONRY UNITCONC. - CONCRETEC.O. - CLEAN OUTCONT. - CONTINUOUSCP - CONCRETE PIPEC.L. - CENTER LINEDIA. - DIAMETERDIM. - DIMENSIOND.S. - DOWN SPOUTE.C.- ELECTRICAL CONTRACTORE.J.- EXPANSION JOINTELEV. - ELEVATIONEQ. - EQUALEQUIP. - EQUIPMENTEXIST. - EXISTINGEXP. JT. - EXPANSION JOINTF.F.E.-FINISH FLOOR ELEVATIONGALV. - GALVANIZEDGA. - GAUGEG.C. - GENERAL CONTRACTORGWB-GYPSUM WALL BOARDHT. - HEIGHTINSUL. - INSULATIONINV. - INVERTJT - JOINTMAS.-MASONRY MAX. - MAXIMUMMECH. - MECHANICALMFG. - MANUFACTURERMIN. - MINIMUMNOM. - NOMINALO.C. - ON CENTERPERF. - PERFORATEDHPL.-HIGH PRESSURE LAMINATE PLYWD.-PLYWOODP.S.I. - POUNDS PER SQUARE INCHR - RADIUSR/A - RETURN AIRR.A.G. - RETURN AIR GRILLR.C.P. - REINFORCED CONCRETE PIPERD. - ROOF DRAINREINF. - REINFORCEMENTREQ'D. - REQUIREDR.O. - ROUGH OPENINGS/A - SUPPLY AIRS.S. - STAINLESS STEELT.O.M.-TOP OF MASONRYSTRUCT.-STRUCTURALT.O.S.-TOP OF STEELTR'TD-TREATED TYP. - TYPICALV.B.-VAPOR BARRIER

VERT. - VERTICALW/ - WITH@ - AT, AROUND, REGARDING

A.C.T. - ACOUSTICAL CEILING TILE

V.C.T.-VINYL COMPOSITE TILEA

100 ROOM #

VERTICAL ELEVATION ABOVE REFERENCE POINT

100

1A1.0

4TH ST

2ND ST

3RD ST

FRONT ST

6TH ST

DOCK ST

5TH AVE

GRACE ST

WALNUT ST

PRINCESS ST

MARKET ST

CHESTNUT ST

WATER ST

ALLEY

NUTT ST

PRIVATE

HARRIS ALY

QUINCE ALY

SMITH ALY

BETTEN COURT ALY

XING

SAMPSON ALY

MARKET ST

6TH ST

PRINCESS ST

ALLEY

5TH AVE5TH AVE

GRACE ST

CHESTNUT ST

ALLEY

DOCK ST

5TH AVE

Vicinity Map

0 390 780195 Feet

Legend! Points

LinesPolysRoads ¯

SITE LOCATION MAP

PROJECT LOCATION

Plan North True North





New Hanover County

Revisions:

of


Construction DrawingsJanuary 24, 2014

CH

ES

TNU

T S

TRE

ET

(66'

PU

BLI

C R

IGH

T O

F W

AY

)

NORTH FOURTH STREET(66' PUBLIC RIGHT OF WAY)

CL

CL

CL CL

CL

CL

CL

PR

INC

ES

S S

TRE

ET

(66'

PU

BLI

C R

IGH

T O

F W

AY

)

PARID:R04817-014-005-000

BARRISTER'S ROW COMMON AREA401 CHESTNUT ST

URBANCENTRAL BUSINESS DISTRICT

PARID:R04817-018-004-000

NEW HANOVER COUNTY320 CHESTNUT ST

BOOK 1042, PAGE 0202(FIRST TRACT)

URBANHISTORIC DISTRICT

PARID:R04817-018-001-000

CITY OF WILMINGTON320 CHESTNUT ST

BOOK 1135, PAGE 0988URBAN

HISTORIC DISTRICT

PARID:R04817-018-004-000

NEW HANOVER COUNTY320 CHESTNUT ST


HISTORIC DISTRICT

PARID:R04817-018-006-000



HISTORIC DISTRICT

PARID:R04817-018-004-000

NEW HANOVER CNTY320 CHESTNUT ST

BOOK 1042, PAGE 0202(SECOND TRACT)


PARID:R04817-015-006-000


URBANCENTRAL BUSINESS

DISTRICT

PARID:R04817-015-007-000



DISTRICT

PARID:R04817-019-001-000NEW MARKET LLC402 CHESTNUT ST


PARID:R04817-019-002-000

BELLSOUTH TELECOMMUNICATIONS130 N 4TH ST


PARID:R04817-019-003-000

CITY OF WILMINGTON138 N 4TH ST


PARID:R04817-018-003-000

CITY OF WILMINGTON102 N 3RD ST


PARID:R04817-015-003-000



DISTRICT

0 20 40 60 80 100 FT

Scale: 1" = 20'

Site Data Tabulation1) Project Name: 320 Chestnut Street Additions & Renovations for New Hanover County

Project Address: 320 Chestnut StreetParcel ID: R04817-018-004-000Owner: New Hanover CountyBook 1032, Page 0489

2) City Zoning District: HD (Historic District)3) Building Setbacks: Existing building on South, East & North lot lines.4) Total Acreage within project boundary: 0.7876 acres or 34,308 sf5) Building size, both existing and proposed, with square footage: 44,168 total existing and 48,973 proposed6) Calculation for site coverage, existing & proposed:

31,137 sf total existing impervious coverage- 783 sf new pervious surface

30,354 sf total proposed impervious coverage (See AC1.2 for Net New Impervious Surface calculations.)7) Number of Units: n/a8) Number of Buildings: 19) Building Height: 84' to highest roof surface above average grade10) Number of stories & square feet per floor: 7 Stories: 1st - 9403 square feet

2nd - 83363rd - 76144th - 76145th - 76146th - 76147th - 1885Total 48,973

11) Total amount and percent of on-site impervious surface area, before and after development:Before development: 31,137 or 90.8%After Development: 30,354 or 88.5%12) Off street parking calculations, including required amount of parking and proposed amount of parking and the basis for determination:-Section 18-526 (i) (2) exempts projects in the historic district from providing off street parking when the project is located within 1320 feet of a government owned parking facility where public parking is available. The project qualifies for this exemption as there are several parking facilities within the required distance.-The existing parking lot, after the addition of landscaped islands, will have 84 parking spaces. Table 1106.1 of the NCBC requires a minimum of 4 accessible parking spaces for a lot with a capacity of 76-100 spaces, so 4 accessible spaces are being provided. (1 Van Accessible space, and 3 Accessible spaces)13) CAMA Land Use Classification: Urban

12 Spaces (Existing)

6 S

pace

s (E

xist

ing)

10 S

pace

s (E

xist

ing)

16 S

pace

s (E

xist

ing)

18 S

pace

s (E

xist

ing)

18 S

pace

s (E

xist

ing)

4 Accessible Spaces (New)

Site & Adjacent Property Owners

AC1.0

115 May, 2014Parking note added.

226 June, 2014Site Data Tabulation Added.

2






New Hanover County

Revisions:

of



PARID: R04817-018-006-000 WILMINGTON CITY OF 320 CHESTNUT ST BOOK 1144, PAGE 0438

PARID: R04817-018-001-000

WILMINGTON CITY OF 320 CHESTNUT ST BOOK 1135, PAGE 0988

P

AR

ID: R

0481

7-01

8-00

3-00

0

WIL

MIN

GTO

N C

ITY

OF

1

02 3

RD

ST

N

B

OO

K 01

99, P

AG

E 00

37

PARID: R04817-018-004-000 NEW HAN CNTY 320 CHESTNUT ST BOOK 1032, PAGE 0489


LANDSCAPE AREA

D

DD

D

D

S

S

SS

S

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

SSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS

SSMH-2301047RIM ELEV. =41.77INV. OUT (W) = 36.49INV. OUT (S) = 36.88INV. IN (N) = 36.60INV. IN (E) = 36.54

SSMH-2301052RIM ELEV. = 39.95INV. OUT (W) = 34.87INV. IN (E) = 35.00INV. IN (S) = 35.06

SS

MH

-230

0962

RIM

ELE

V. =

37.

42IN

V. O

UT

(W) =

N.O

.IN

V. I

N (E

) = N

.O.

SSMH-2301057RIM ELEV. =35.61INV. IN (E) = 35.56INV. OUT (S) = 30.90

SS

D

C.B.TOP = 36.43 INV = 29.93

C.B.TOP = 36.47 INV N = 29.42INV S = 29.37

C.B.TOP = 36.54 INV N = 29.10(15")INV W = 28.91(15")INV SE= 29.21(8")

D

DD

CB-SD CB-SD CB-SD

15" R

CP

8" P

VC R

OO

F D

RAI

N

8" P

VCR

OO

F D

RA

IN

8" PV

C R

OO

F DR

AIN

DD

CONCRETE SIDEWALK

BRICK SIDEWALK

CB

-SD

15" RCP

18" RCP

24" RCP24" RCP

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

8" VCP

6"VC

P

6"VC

P6"V

CP

6"VCP

6"VCP (NOT LOCATED)

W W

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

W

F.F.

= 40

.29'

F.F.= 41.30'

F.F.

= 41

.23'

UTILITY BLDG.F.F.= 41.16'

AC

U

NIT

24" RCP

18" RCP

12" RC

P

15" RCP

12" VCP

12" VCP

12" RCP

15" RCP

8" VCP

SDMH T.E. 40.9215' IE. N 37.0812" IE. NNE 36.8812" IE. NE 36.8615" IE. S 36.758" IE. SW 37.27

SDMH T.E. 40.2915" IE. NE 34.8915" IE. S 34.5912" IE. NEE 35.29

SD

MH

T.E

. 38.

0615

" IE

. N 3

3.71

15" I

E. S

33.

618"

IE. E

33

.71

SDMH T.E. 34.9418" IE. N 29.2324" IE. S 28.2215" IE. NE 30.64

SDMH T.E. 33.4224" IE. N 27.1724" IE. S 27.1515" IE. E 28.5215" IE. NE 29.02(PLUGGED?)

SDMH T.E. 32.3524" IE. N 26.8524" IE. S 26.8418" IE. NE 27.00 (PLUGGED?)12" IE. E 27.75


(FIRST TRACT)

PARID: R04817-018-004-000 NEW HAN CNTY 320 CHESTNUT ST BOOK 1042, PAGE 0202 (SECOND TRACT)

D

Y

H

UGE

UGE

UGE

UGEUGEUGEUGEUGE

TRA

NS

AC

STE

EL

CA

T W

ALK

ELE

V. 4

5.5

WM

WM

T.B.M. TOP OF MONUMENT ELEV. 34.90' (NAVD'88)


UG

T

UGT

UGT

UGG UGG UGG UGG UGG UGG UGG UGG UGG UGG UGG UGG UGG UGG UGG

8" W

ATE

R L

INE

12" WATER LINE

8" DIP

UG

G

UG

GU

GG

NC

NG

ME

TER

C.B.TOP = 35.29INV = 31.29

AC

AC

ohe

ohe

ohe

ohe

ohe

ohe

oht

oht

oht

oht

ohc

ohe ohe ohe ohe ohe ohe ohe ohe ohe ohe ohe ohe ohe ohe ohe ohe ohe

ohe

ohe

ELE

C

ELE

C

ELE

C

CO

NC

RE

TE S

IDE

WA

LK

CO

NC

RE

TE S

IDE

WA

LK

CO

NC

RE

TE S

IDE

WA

LK

CONCRETE SIDEWALK

CONCRETE SIDEWALK

BRICK SIDEWALK

CONCRETE SIDEWALK

TRS

IG

TRS

IG

TRS

IG

W W

PED X POLE

PLANTER

STEEL & CONCRETE GUARD

DSDJUNCTIONBOX ?

15" RCP

15" RCP

8" DIP

CONCRETE SIDEWALKCONCRETE SIDEWALK

CONCRETE SIDEWALK

RA

MP

SO

IL LAN

DS

CA

PE

WM

N84

°23'

00"E

(BA

SE

BE

AR

ING

M.B

. 11,

PG

. 11)

413.

01'

S05°36'37"E

396.60' TO CONTROL MONUTMENT ATCENTERLINE OF PRINCESS STREET

N05°36'38"W396.44' FROM CONTROL MONUTMENT AT

CENTERLINE OF PRINCESS STREET

N05°36'38"W

N84

°23'

00"E

330.

51' (

TOTA

L)

S05°36'37"E 133.70'

S84

°23'

00"W

127.

99'

N05°37'00"W1.70'

S84

°23'

00"W

202.

53' S05°36'38"E

66.00'

S84

°23'

00"W

103.

00'

S84

°23'

00"W

41.5

7'

66.00' 66.00'

103.

00'

58.0

0'41

.57'

51.9

4'76

.00'

S05°36'38"E

66.00'

S84

°23'

00"W

58.0

0'

S05°36'37"E

66.00'

S84

°23'

00"W

51.9

4'

S05°36'37"E

66.00'

MULTI STORY OFFICE BUILDING

CH

ES

TNU

T S

TRE

ET

(66

' PU

BLI

C R

IGH

T O

F W

AY

)

NORTH THIRD STREET (99' PUBLIC RIGHT OF WAY)

NORTH FOURTH STREET (66' PUBLIC RIGHT OF WAY)

C

C

C

TRUE NORTH (MAP BOOK 11, PAGE 11)

0 10 20 40 605

GRAPHIC SCALE

12" WATER MAIN

Existing Conditions Site PlanScale: 1" = 20 ft

9

AC1.0

50'-0

"

6'-0"

proposed gasservice easement

EXISTINGTEMPORARYHC PARKING

HC

HC

Project Acess - Provide a 16' Opening

Provide a 16' Opening

Maintain existing curbing and wheel stops around all existing trees. Install tree protection fencing around all trees-post to be set at edge of exposed earth. See Civil drawings for tree fence details.

Fence Location at Initial Stage of Construction.

Fence Location at Final Stage of Construction Required for New Landscape Island and Walk.

Project Construciton Limits Fencing For This Parking Lot Furnished by Owner, Installed by GC. All Fencing/Pedestrian Fencing/Signage Located Along Chestnut, 4th Street, and the Parking Lot to the South of the Building Shall be the Full Responcibility of the GC.

Pres

erve

stre

et y

ard

land

scap

ing

43'-0"

43'-0

"

Pres

erve

stre

et y

ard

land

scap

ing

Parking And Any Facilities On This Property Shall Not Be Used Or Impacted By This Project.

On Street Parking

On

Stre

et P

arki

ng

All Fencing/Pedestrian Fencing/Signage/Temporary Pedestrian Crossings/ETC... Located Along Chestnut, 4th Street, and in This Parking Lot to the South of the Building Site Shall be the Full Responcibility of the GC.

Right-of-way permits. Application for a right-of-way permit must be made to the City Engineer for review of any work impeding access or otherwise impacting the right-of-way. Contact Skipper Funderburg for additional information regarding permitting 341- 5899.

All Fencing/Pedestrian Fencing/Signage/Temporary Pedestrian Crossings/ETC... Located Along Chestnut, 4th Street, and the The Parking Lot to the South of the Building Site Shall be the Full Responcibility of the GC.

All Fencing/Pedestrian Fencing/Signage/Temporary Pedestrian Crossings/ETC... Located Along Chestnut, 4th Street, and the The Parking Lot to the South of the Building Site Shall be the Full Responcibility of the GC.

AC1.1

Construction Fence Planand Off SiteImprovements

1 Sheets

26 June, 2014Construction fence revised& Dumpster Alternate BidNot Accepted

1

1

1






New Hanover County

Revisions:

of



275 sf

285 sf 223 sf

3951 sf

372

sf

1530 sf

109

sf

On SiteRemoved/Replaced Impervious Surface: 3951 sfNew Pervious Surface: (275+285+223 sf) -783 sfNet New On-Site Impervious Surface: 3168 sf

Off SiteRemoved/Replaced Impervious Surface(1530+109 sf): 1639 sfNew Impervious Surface: +372 sfNet New Off-Site Impervious Surface: 2011 sf

Total Net New Impervious Surface: 5179 sf

On-Site Removed/Replaced Impervious Surface

New Pervious Surface

Off-Site Removed/Replaced Impervious Surface

New Off-Site Impervious Surface

PARID: R04817-018-006-000 WILMINGTON CITY OF 320 CHESTNUT ST BOOK 1144, PAGE 0438

P

AR

ID: R

0481

7-01

8-00

3-00

0

WIL

MIN

GTO

N C

ITY

OF

1

02 3

RD

ST

N

BO

OK

019

9, P

AG

E 00

37


D

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SSMH-2301047RIM ELEV. =41.77INV. OUT (W) = 36.49INV. OUT (S) = 36.88INV. IN (N) = 36.60INV. IN (E) = 36.54

SSMH-2301052RIM ELEV. = 39.95INV. OUT (W) = 34.87INV. IN (E) = 35.00INV. IN (S) = 35.06

SS

MH

-230

0962

RIM

ELE

V. =

37.

42IN

V. O

UT

(W) =

N.O

.IN

V. I

N (E

) = N

.O.

SS

DD

D

8" P

VC

RO

OF

DR

AIN

8" PV

C R

OO

F DR

AIN

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

6"VC

P

6"VC

P

6"VCP (NOT LOCATED)

W W

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

W

F.F.

= 40

.29'

F.F.= 41.30'

UTILITY BLDG.F.F.= 41.16'

AC

U

NIT

15" RCP

12" VCP

12" VCP

12" RCP

15" RCP

8" VCP

SDMH T.E. 40.9215' IE. N 37.0812" IE. NNE 36.8812" IE. NE 36.8615" IE. S 36.758" IE. SW 37.27


SD

MH

T.E

. 38.

0615

" IE

. N 3

3.71

15" I

E. S

33.

618"

IE. E

33

.71


(FIRST TRACT)

PARID: R04817-018-004-000 NEW HAN CNTY 320 CHESTNUT ST BOOK 1042, PAGE 0202 (SECOND TRACT)

UGE

UGE

UGE

UGE

UGEUGEUGEUGE

TRA

NS

AC

STE

EL

CA

T W

ALK

ELE

V. 4

5.5

WM


UG

T

UGT

UGT

8" W

ATE

R L

INE

12" WATER LINE

8" DIP

UG

G

UG

GU

GG

NC

NG

ME

TER

AC

AC

ohe

ohe

ohe

ohe

ohe

ohe

oht

oht

oht

oht

ohc

ohe ohe ohe ohe ohe ohe ohe ohe ohe oheohe ohe ohe ohe ohe ohe ohe

ohe

ohe

CO

NC

RE

TE S

IDE

WA

LKC

ON

CR

ETE

SID

EW

ALK

CONCRETE SIDEWALK

CONCRETE SIDEWALK

TRS

IG

W W

STEEL & CONCRETE GUARD

DSDJUNCTIONBOX ?

15" RCP

15" RCP

8" DIP

CONCRETE SIDEWALKCONCRETE SIDEWALK

CONCRETE SIDEWALK

RA

MP

SO

IL LAN

DS

CA

PE

N84

°23'

00"E

(BA

SE

BE

AR

ING

M.B

. 11,

PG

. 11)

413.

01'

S05°36'37"E

396.60' TO CONTROL MONUTMENT ATCENTERLINE OF PRINCESS STREET

N84

°23'

00"E

330.

51' (

TOTA

L)

S05°36'37"E 133.70'

S84

°23'

00"W

127.

99'

N05°37'00"W

1.70'

202.

53' S05°36'38"E

66.00'

S84

°23'

00"W

41.5

7'

58.0

0'41

.57'

51.9

4'76

.00'

S05°36'38"E

66.00'

S84

°23'

00"W

58.0

0'

S05°36'37"E

66.00'

S84

°23'

00"W

51.9

4'

S05°36'37"E

66.00'

CH

ES

TNU

T ST

REE

T

(66

' PU

BLI

C R

IGH

T O

F W

AY

)

NORTH FOURTH STREET (66' PUBLIC RIGHT OF WAY)

C

C

12" WATER MAIN

Impervious Surface CalculationsScale: 1/16" = 1'-0"

9

AC1.2

6'-0"

HC

HC

320 Chestnut Street

AC1.2

Impervious SurfaceCalculation

1 Sheets

1

126 June, 2014Impervious calcs revised.

Utility Crossing Section1AC 1.3

Utility Crossing Plan2AC 1.3

34.89

36.39

Existing15" RCP

38.60

40.20

35.29

36.45

New Communication Conduit

Existing12" RCP

Walkway

4"

Building Fin FL.

36.20 New Roof Drainage

10" DIP

1'-3

"

Building Foundation.

Col

umn

Lin

e

Pro

perty

Lin

e

WW

12"

RCP

15"

RCP


UGT

UGT

XUGGUGG

ohe

ohe

SDJUNCTION BOX ?

15"

RCP

40.08

39.9339

.94

40.29

40.32

39.86

39.49

40.13

40.50

40.26

40.38

40.09

40.55 40.03

40.46

40.04

40.04

40.44

40.35

39.91

40.04

40.42

40.02

39.99

39.8839.92

40.3240

.32

39.89

39.89

40.21

40.35

39.89

39.88

40.95

40.58

NEW CO

MM

UNICATIONS

CONDUIT





New Hanover County

Revisions:

of



AC1.3

CommunicationsService Conduit

1 Sheets

vicinity map - wilmingtonprotrak.wilmingtonnc.gov/ptdocuments/uploads/... · book 1042, page 0202...

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