320 chestnut street - wilmington, north...

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

TRC SubmittalFebruary 24, 2014

TRC Review 01/09/14

65'-7

"

268'

-0"

PROPERTY LINE

AREA OF EXTERIOR WALL IS 5,135 SQ. FT. WALL OPENING IS LESS THAN 15% OF THIS AREA AS PER TABLE 705.8 OF THE NCBC.

Zoning & Lot CoverageScale: 1" = 30 ft

9G1.0

PA

RID

: R04

817-

018-

001-

000

W

ILM

ING

TON

CIT

Y O

F

3

20 C

HES

TNU

T ST

BO

OK

113

5, P

AG

E 09

88

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

PA

RID

: R04

817-

018-

004-

000

NEW

HA

N C

NTY

3

20 C

HES

TNU

T ST

BO

OK

113

5, P

AG

E 07

89

LANDSCAPE AREA

D

DD

D

D

S 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

SSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS

SS

MH

-230

1052

RIM

ELE

V. =

39.

95IN

V. O

UT

(W) =

34.

87IN

V. I

N (E

) = 3

5.00

INV

. 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

D

C.B

.TO

P =

36.

43

INV

= 2

9.93

C.B

.TO

P =

36.

47

INV

N =

29.

42IN

V S

= 2

9.37

C.B

.TO

P =

36.

54

INV

N =

29.

10(1

5")

INV

W =

28.

91(1

5")

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

RAI

N

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 W12" WATER MAIN

8" VCP

6"VC

P

6"VC

P6"V

CP

W W

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

W

F.F.

= 40

.29'

F.F.

= 41

.23'

24" RCP

18" RCP

12" RC

P

15" RCP

12" VCP

12" VCP

12" RCP

15" RCP

8" VCP

SD

MH

T.E

. 40

.29

15" I

E. N

E 3

4.89

15" I

E. S

34

.59

12" I

E. N

EE

35.

29

SD

MH

T.E

. 38.

0615

" IE

. N 3

3.71

15" I

E. S

33.

618"

IE. E

33

.71

SD

MH

T.E

. 34.

9418

" IE

. N 2

9.23

24" I

E. S

28.

2215

" IE

. NE

30.

64

PA

RID

:

R04

817-

018-

004-

000

NEW

HA

N C

NTY

320

CH

ESTN

UT

ST

BOO

K 1

042,

PA

GE

0202

(FIR

ST T

RA

CT)

DYH

UGE

UGE

UGE

UGEUGE

WM

WM

UG

T

UGT

UGT

UGGUGG UGG UGG UGG UGG UGG UGG UGG UGG UGG UGG UGG UGG UGG

8" W

ATE

R L

INE

12" WATER LINE

8" DIP

XXX X

UG

G

UG

GU

GG

NC

NG

ME

TER

C.B

.TO

P =

35.

29IN

V =

31.

29

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

ELE

C

ELE

C

ELE

C

CO

NC

RE

TE S

IDE

WA

LKC

ON

CR

ETE

SID

EW

ALK

CO

NC

RE

TE S

IDE

WA

LK

CONCRETE SIDEWALK

B

RIC

K

SID

EW

ALK

CO

NC

RE

TES

IDE

WA

LK

BRICK SIDEWALK

CONCRETE SIDEWALK

CO

NC

RE

TEH

.C. R

AM

P

CO

NC

RE

TEH

.C. R

AM

P

TRS

IG

TRS

IG

TRS

IG

W W

PE

D X

P

OLE

PLANTER

D

SD

JUN

CTI

ON

BO

X

?

15" RCP

15" RCP

8" DIP

CONCRETE SIDEWALKCONCRETE SIDEWALK

CONCRETE SIDEWALK

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"E396.60' TO CONTROL MONUTMENT ATCENTERLINE OF PRINCESS STREET

N05°36'38"W 132.00' (TOTAL)

N84

°23'

00"E

127.

99'

S84

°23'

00"W

202.

53'

S05°36'38"E66.00'

S84

°23'

00"W

103.

00'

66.00' 66.00'

103.

00'

58.0

0'

S05°36'38"E66.00'

S84

°23'

00"W

58.0

0'

MULTI STORY OFFICE BUILDING

CH

ES

TNU

T S

TRE

ET

(

66' P

UB

LIC

RIG

HT

OF

WA

Y)

NORTH FOURTH STREET (66' PUBLIC RIGHT OF WAY)

C

C

TRA

NS

UP

UP

DO

WN

40.17

BP

RP

Z

PROPERTY LINE

ZONING DISTRICT - HD

SET BACKS REQUIRED BY ZONING: NO SET BACK

LOT COVERAGE:1.01 ACRES = 43996 SFBLDG. COVERS = 9403 SF21.37%

INDEX OF DRAWINGS G1.0 Cover Sheet / Zoning SetbacksAC1.0 Site & Adjacent Property OwnersAC1.1 Construction Fence & Off Site ImprovementsC 1.1 Site Staking PlanC 2.1 Existing Conditions and Demolition PlanAC1.2 Impervious Surface AreaC 3.1 Site Grading and Erosion Control PlanC 4.1 Site Planting PlanC 5.1 Site DetailsC 5.2 Site DetailsPE 1 Existing Site WorkPE 2 New Site WorkAC 1.3 Communications Service Conduit

320 Chestnut StreetAdditions & RenovationsNew Hanover County

TRC SUBMITTALFebruary 28, 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

2012 NC Administrative Code and Policies

2012 APPENDIX B

BUILDING CODE SUMMARY

FOR ALL COMMERCIAL PROJECTS (EXCEPT 1 AND 2-FAMILY DWELLINGS AND TOWNHOUSES)

(Reproduce the following data on the building plans sheet 1 or 2)

Name of Project: 320 Chestnut Street Additions & Renovations Address: 320 Chestnut Street, Wilmington, N.C. Zip Code 28401 Proposed Use: Business Owner/Authorized Agent: John Sawyer Architects Phone # (910) 762-0892 E-Mail [email protected] Owned By: new Hanover County City/County ______ Private ___________ State_________ Code Enforcement Jurisdiction: City County New Hanover State_________

LEAD DESIGN PROFESSIONAL: John Sawyer Architects, PC – John R. Sawyer, AIA DESIGNER FIRM NAME LICENSE # TELEPHONE # E-MAIL Architectural John Sawyer Architects John R. Sawyer 3428 (910) 762-0892

[email protected] Civil N/A Electrical David Sims & Assoc. David B. Sims Jr. 7138 (910) 791-8016 [email protected] Fire Alarm David Sims & Assoc. David B. Sims Jr. 7138 (910) 791-8016 [email protected] Plumbing David Sims & Assoc. David B. Sims Jr. 7138 (910) 791-8016 [email protected] Mechanical David Sims & Assoc. David B. Sims Jr. 7138 (910) 791-8016 [email protected] Sprinkler-Standpipe David Sims & Assoc. David B. Sims Jr. 7138 (910) 791-8016 [email protected] Structural WD Jones Engineering Doug Jones 025852 (910) 523-5381 [email protected] Retaining Walls >5' High N/A________ ____________ _____ (____)_______ ______________ Other N/A_______________ ____________ ______ (____)_______ ______________

2012 EDITION OF NC CODE FOR: New Construction Addition Upfit EXISTING: Reconstruction Alteration Repair Renovation CONSTRUCTED: (date) 1950 ORIGINAL USE(S) (Ch. 3): Business RENOVATED: (date) Various dates CURRENT USE(S) (Ch. 3): Business PROPOSED USE(S) (Ch. 3): Business

BASIC BUILDING DATA

Construction Type: I-A II-A III-A IV V-A (check all that apply) I-B II-B III-B V-B Sprinklers: No Partial Yes NFPA 13 NFPA 13R NFPA 13D Standpipes: No Yes Class I II III Wet Dry Fire District: No Yes (Primary) Flood Hazard Area: No Yes Building Height: (feet) 82' Gross Building Area:

FLOOR EXISTING (SQ FT) NEW (SQ FT) SUB-TOTAL 7th Floor 1773 112 1885 6th Floor 6812 802 7614 5th Floor 6812 802 7614 4th Floor 6812 802 7614 3rd Floor 6812 802 7614 2nd Floor 8290 46 8336 1st Floor 9357 46 9403

TOTAL 45561 3412 48973

SITE LOCATION MAP

PROJECT LOCATION

Plan North True North


3 03/ 31/2015 Address Outstanding TRC Comments

For each open utility cut ofCity streets, a $325 permitshall be required from the

City prior to occupancyand/or project acceptance.

Date:____________ Permit #___________________

Signed: ____________________________________

NORTH CAROLINAILMINGTONWCITY OF

APPROVED DRAINAGE PLAN

Public Services Engineering Division

Approved Construction Plan Name Date

Planning

Traffic

Fire







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

Date:____________ Permit #___________________

Signed: ____________________________________





Planning

Traffic

Fire


3/31/15 Address outstandingTRC comments 3

3






New Hanover County

Revisions:

of



EX

ISTI

NG

RAM

P TO

REM

AIN

2% M

AX

1:12

1:12RAMP

RAMP

2% M

AX

2% MAX

EXISTING LAMP POST/BASE

EXISTING HIGH POINT IN CURB TO REMAIN AS WORKING POINT

3/K-4.

1.b

EXISTING PLAQUE AND TIME CAPSULE TO REMAIN

NEW CONCRETE CURB AROUND EXSITING PLANTERVERIFY HEIGHT IN FIELD

11'-0"

5'-0"

CUT BACK EFIS FINISH SYSTEM TO MAINTAIN EXISTING CLEARANCE WITH NEW GRADES AND REFINISH EDGE.

ALUMINUM HANDRAILS

4"DETECTABLE WARNING MAT

14'-6

"

2% MAX

8 yrd

10'-6"

11'-10"

15'-4

"

EXISTING MECHANICAL YARD

15'-6

"

Add Alternate #2 Accessibility UpgradeScale: 1/8" = 1'-0"

2

AC1.0

Add Alternate #1 Trash Dumpster EnclosureScale: 1/8" = 1'-0"

1

AC1.0

3'-11 1/8"1'-0"

RISERS SHALL BE OF EQUAL HEIGHT AND BETWEEN 4"min. & 7"max. WITH A 1/2"max RADIUS AT TREAD EDGE.

3'-0

"

1 1/2"Ø ANODIZED ALUM. HANDRAIL T.M.E.

REMOVE SIDEWALK AND CURB

CUT BACK EFIS FINISH SYSTEM TO MAINTAIN EXISTING CLEARANCE WITH NEW GRADES.

Photo Scale: 1/2" = 1'-0"

5

AC1.0

DetailScale: 1/2" = 1'-0"

8

AC1.0

Front ElevationScale: 1/4" = 1'-0"

4

AC1.0

7'-4

"

EXISTING MASONRY SCREEN WALL BEYOND.

11'-4"10'-0"

4'-0"6'-0" 6"6"2" 2"

6x6 GALVANIZED STEEL POST. BRICK SCREEN WALL - CONSTRUCTRUCTED AND PAINTED TO MATCH EXISTING.

HINGED STEEL GATES - PANINTED. PROVIDE DROP RODS, AND DRILL HOLES INTO SLAB TO ENGATE RODS SECURELY IN THE OPEN AND CLOSED POSITION.

8 Yard Container

15'-4

"

3'-9" 3'-10" 3'-9"

2'-0

"

6" DIA. PIPE BOLLARDS, 4' HIGH, CONCRETE FILLED, PAINTED. SET 24" DEEP IN 16" DIA. HOLE FILLED WITH CONCRETE.

DOUBLE WYTHE MASONRY SCREEN WALL. BRICK, BRICK PATTERN, AND PAINT COLOR TO MATCH EXISTING BRICK MECHANICAL SCREEN WALL.

6" CONCRETE SLAB WITH #4 BARS AT 18" O.C. EACH WAY. PROVIDE THICKENED FOOTINGS AT PEREMETER WITH TWO #4 CONTINUOUS AND #4 CROSS TIES AT 32" O.C. SLOPE SLAB 1/8" PER FOOT TOWARD GATE OPENING. EXTEND SLAB OUT OF ENCLOSURE TO ALIGN WITH END OF PARKING SPACES TO LEFT.

PlanScale: 1/4" = 1'-0"

7

AC1.0

EXISTING MASONRY SCREEN WALL.

DEMOLITION INCLUDES: CONCRETE CURB, ASPHALT PAVING, PARKING STRIP REMOVAL.

1'-0

"

3'-6"3'-6"

6X6" SQUARE GALVANIZED STEEL POSTS WITH 10X10X1/4" BASE PLATES ANCHORED TO SLAB WITH 1/2" ANCHOR BOLTS SET INTO CONCRETE.

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 CI

TY O

F

1

02 3

RD

ST

N

B

OO

K 01

99, P

AG

E 00

37



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

VC

RO

OF

DR

AIN

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 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'


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)


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 Responsibility 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 Responsibility 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 Responsibility 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 Responsibility of the GC.

2

3

3

3

3

3

8 yrd

AC1.1

Construction Fence Planand Off SiteImprovements

1 Sheets

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

1

1




Date:____________ Permit #___________________

Signed: ____________________________________





Planning

Traffic

Fire


2

3






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


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



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


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'


AC

U

NIT

15" RCP

12" VCP

12" VCP

12" RC

P

15" RCP

8" VCP



SD

MH

T.E

. 38.

0615

" IE

. N 3

3.71

15" I

E. S

33.

618"

IE. E

33

.71


(FIRST 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


DSDJUNCTIONBOX ?

15" RCP

15" RCP

8" DIP


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


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 S

TRE

ET

(66

' PU

BLI

C R

IGH

T O

F W

AY

)


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.




Date:____________ Permit #___________________

Signed: ____________________________________





Planning

Traffic

Fire







New Hanover County

Revisions:

of



EXIS

TIN

G R

AMP

TO R

EMAI

N

2% M

AX

1:12

1:12RAMP

RAMP

2% M

AX

2% MAX

EXISTING LAMP POST/BASE

EXISTING HIGH POINT IN CURB TO REMAIN AS WORKING POINT

8-AC1.0

EXISTING PLAQUE AND TIME CAPSULE TO REMAIN

NEW 6" WIDE CONCRETE CURB AROUND EXSITING PLANTER 4" HIGER THAN SURROUNDING WALK AT LOWEST POINT. TOP OF CURB TO BE LEVEL-VERIFY DEPTH IN FIELD

11'-0"

5'-0"

CUT BACK EFIS FINISH SYSTEM TO MAINTAIN EXISTING CLEARANCE WITH NEW GRADES AND REFINISH EDGE.

ALUMINUM HANDRAILS

4"DETECTABLE WARNING MAT

14'-6

"

2% MAX

8 YARD CONTAINER

10'-6"

11'-10"

15'-4

"

EXISTING MECHANICAL YARD

15'-6

"

Add Alternate #2 Accessibility UpgradeScale: 1/8" = 1'-0"

2

AC1.0

Add Alternate #1 Trash Dumpster EnclosureScale: 1/8" = 1'-0"

1

AC1.0

8'-10 1/8"

1'-0"

1'-0"

RISERS SHALL BE OF EQUAL HEIGHT AND BETWEEN 4"min. & 7"max. WITH A 1/2"max RADIUS AT TREAD EDGE.

3'-0

"

1 1/2"Ø ANODIZED ALUM. HANDRAIL T.M.E.

REMOVE SIDEWALK AND CURB

CUT BACK EFIS FINISH SYSTEM TO MAINTAIN EXISTING CLEARANCE WITH NEW GRADES.

Photo Scale: 1/2" = 1'-0"

5

AC1.0

DetailScale: 1/2" = 1'-0"

8

AC1.0

8 Yard Container

15'-4

"

3'-9" 3'-10" 3'-9"

2'-0

"

6" DIA. PIPE BOLLARDS, 4' HIGH, CONCRETE FILLED, PAINTED. SET 24" DEEP IN 16" DIA. HOLE FILLED WITH CONCRETE.

DOUBLE WYTHE MASONRY SCREEN WALL. BRICK, BRICK PATTERN, AND PAINT COLOR TO MATCH EXISTING BRICK MECHANICAL SCREEN WALL.

6" CONCRETE SLAB WITH #4 BARS AT 18" O.C. EACH WAY. SLOPE SLAB 1/8" PER FOOT TOWARD GATE OPENING. EXTEND SLAB OUT OF ENCLOSURE TO ALIGN WITH END OF PARKING SPACES TO LEFT.

PlanScale: 1/4" = 1'-0"

7

AC1.0

EXISTING MASONRY SCREEN WALL.

DEMOLITION INCLUDES: CONCRETE CURB, ASPHALT PAVING, PARKING STRIP REMOVAL.

6X6" SQUARE GALVANIZED STEEL POSTS WITH 10X10X1/4" BASE PLATES ANCHORED TO SLAB WITH 1/2" ANCHOR BOLTS SET INTO CONCRETE FOOTING BELOW SLAB.

Front ElevationScale: 1/4" = 1'-0"

4

AC1.0

7'-4

" ±

EXISTING MASONRY SCREEN WALL BEYOND.

11'-4"10'-0"

4'-0"6'-0" 6"6"2" 2"

6x6 GALVANIZED STEEL POST. BRICK SCREEN WALL - CONSTRUCTRUCTED AND PAINTED TO MATCH EXISTING.

HINGED STEEL GATES - PAINTED. PROVIDE DROP RODS, AND DRILL HOLES INTO SLAB TO ENGATE RODS SECURELY IN THE OPEN AND CLOSED POSITION.

1'-0

"

3'-0"3'-0" 8'-8"

PROVIDE CONTINUOUS WALL FOOTINGS WITH THREE #4 CONTINUOUS AND #4 CROSS TIES AT 32" O.C.

4" CONCRETE FILL BETWEEN BRICK WALL AND BACK OF CURB.

EDGE OF NEW SLAB

MATCH HEIGHT OF EXISTING MECHANICAL SCREEN WALL.

7'-0

"2"

8"

1'-0

"

10'-0"


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



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



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


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'


AC

U

NIT

24" RCP

18" RCP

12" RC

P

15" RCP

12" VCP

12" VCP

12" RCP

15" RCP

8" VCP



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)


D

YH

UGE

UGE

UGE

UGE

UGEUGEUGEUGE

TRA

NS

AC

STE

EL

CA

T W

ALK

ELE

V. 4

5.5

WM

WM



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 oheohe 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


DSDJUNCTIONBOX ?

15" RCP

15" RCP

8" DIP


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


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'


CH

ES

TNU

T S

TRE

ET

(66

' PU

BLIC

RIG

HT

OF

WAY

)

NORTH THIRD STREET (99' 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

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.

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 the 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.

AC1.0

Site Plan

1 Sheets

JFBreshears

Line

JFBreshears

Line

JFBreshears

Line

JFBreshears

Line

JFBreshears

Line

JFBreshears

Line

JFBreshears

Line

JFBreshears

Line

JFBreshears

Callout

5 additional parking spaces plus 4 spaces relocated away from construction

JFBreshears

Text Box

alternate fence location

JFBreshears

Arrow

JFBreshears

Arrow

JFBreshears

Arrow

JFBreshears

Arrow

JFBreshears

Callout

office trailer location

JFBreshears

Text Box

windscreen and signage

JFBreshears

Arrow

JFBreshears

Arrow

JFBreshears

Arrow

JFBreshears

Arrow

JFBreshears

Arrow

JFBreshears

Arrow

JFBreshears

Line

JFBreshears

Callout

sidewalk closed

JFBreshears

Callout

MUTCD TCD Signage @ Crosswalk

JFBreshears

Callout

sidewalk closed

JFBreshears

Callout


JFBreshears

Callout

sidewalk closed

JFBreshears

Callout

sidewalk closed

JFBreshears

Callout


JFBreshears

Rectangle

JFBreshears

Callout

subcontractor parking 1 truck per trade balance of vehicles will be located in county parking deck

JFBreshears

Text Box

1 connex and material laydown

JFBreshears

Arrow

JFBreshears

Arrow

JFBreshears

Text Box

dumpster

JFBreshears

Text Box

truck cranes will vary in size depending on the scope of work the majority of the project will utilize boom and aerial lifts any cranes used will setup in this location

JFBreshears

Callout


JFBreshears

Callout

ROW Fence will utilize driven post into the asphalt and chain link fence with wind screen along the Fourth street and Chestnut street

JFBreshears

Callout

ROW Fence @ corners will utilize chain link fence on feet so as to act as a gate

JFBreshears

Text Box

Aerial Lifts will be utilized on all 4 sides of building to complete exterior work

JFBreshears

Arrow

JFBreshears

Arrow

JFBreshears

Arrow

JFBreshears

Callout

Orange warning signage posted on corners of fence to enhance visibility

JFBreshears

Callout

Orange warning signage

JFBreshears

Callout

Orange warning signage

JFBreshears

Callout

21 feet from edge of curb to center lane on chestnut street

JFBreshears

Line

JFBreshears

Line

JFBreshears

Line

JFBreshears

Line

JFBreshears

Callout

Starting in late August we would propose to extend fence out 6 feet into travel lane for a 2 month duration

JFBreshears

Line

JFBreshears

Callout

Mail boxes to be relocated by the County

JFBreshears

Callout

On street parking meters relocated to Thalian Hall Parking Lot

JFBreshears

Callout

4th street parking meters relocated here

320 chestnut street - wilmington, north...

Documents