320 Chestnut Street - Wilmington, North Carolinaprotrak.wilmingtonnc.gov/PTDocuments/Uploads/Comments/...Plan North True North 124 Market Street Wilmington, NC 28401 910.762.0892...
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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
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:
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
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
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.
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 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.
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.
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
BLIC
RIG
HT
OF
WAY
)
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
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
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5 additional parking spaces plus 4 spaces relocated away from construction
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alternate fence location
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office trailer location
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windscreen and signage
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sidewalk closed
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MUTCD TCD Signage @ Crosswalk
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sidewalk closed
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MUTCD TCD Signage @ Crosswalk
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sidewalk closed
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sidewalk closed
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MUTCD TCD Signage @ Crosswalk
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Rectangle
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subcontractor parking 1 truck per trade balance of vehicles will be located in county parking deck
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1 connex and material laydown
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dumpster
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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
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MUTCD TCD Signage @ Crosswalk
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ROW Fence will utilize driven post into the asphalt and chain link fence with wind screen along the Fourth street and Chestnut street
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ROW Fence @ corners will utilize chain link fence on feet so as to act as a gate
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Aerial Lifts will be utilized on all 4 sides of building to complete exterior work
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Orange warning signage posted on corners of fence to enhance visibility
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Orange warning signage
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Orange warning signage
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21 feet from edge of curb to center lane on chestnut street
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Starting in late August we would propose to extend fence out 6 feet into travel lane for a 2 month duration
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Mail boxes to be relocated by the County
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On street parking meters relocated to Thalian Hall Parking Lot