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
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34
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E. N
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29
SD
MH
T.E
. 38.
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" IE
. N 3
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618"
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33
.71
SD
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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
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ohe
ohe
ohe
ohe
ohe
oht
oht
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ohc
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ohe
ohe
ELE
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TE S
IDE
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ETE
SID
EW
ALK
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TE S
IDE
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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
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
NORTH CAROLINAILMINGTONWCITY OF
Plan North True North
124 Market StreetWilmington, NC 28401
910.762.0892johnsawyerarchitects.com
JohnSawyerArchitects
320 Chestnut Street Additions & Renovations
New Hanover County
Revisions:
of
© 2014 John Sawyer Architects, PC - All Rights Reserved
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
BOOK 1135, PAGE 0789URBAN
HISTORIC DISTRICT
PARID:R04817-018-006-000
CITY OF WILMINGTON320 CHESTNUT ST
BOOK 1144, PAGE 0438URBAN
HISTORIC DISTRICT
PARID:R04817-018-004-000
NEW HANOVER CNTY320 CHESTNUT ST
BOOK 1042, PAGE 0202(SECOND TRACT)
URBANHISTORIC DISTRICT
PARID:R04817-015-006-000
CITY OF WILMINGTON315 CHESTNUT ST
URBANCENTRAL BUSINESS
DISTRICT
PARID:R04817-015-007-000
CITY OF WILMINGTON319 CHESTNUT ST
URBANCENTRAL BUSINESS
DISTRICT
PARID:R04817-019-001-000NEW MARKET LLC402 CHESTNUT ST
URBANHISTORIC DISTRICT
PARID:R04817-019-002-000
BELLSOUTH TELECOMMUNICATIONS130 N 4TH ST
URBANHISTORIC DISTRICT
PARID:R04817-019-003-000
CITY OF WILMINGTON138 N 4TH ST
URBANHISTORIC DISTRICT
PARID:R04817-018-003-000
CITY OF WILMINGTON102 N 3RD ST
URBANHISTORIC DISTRICT
PARID:R04817-015-003-000
CITY OF WILMINGTON305 CHESTNUT ST
URBANCENTRAL BUSINESS
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: ____________________________________
NORTH CAROLINAILMINGTONWCITY OF
APPROVED DRAINAGE PLAN
Public Services Engineering Division
Approved Construction Plan Name Date
Planning
Traffic
Fire
NORTH CAROLINAILMINGTONWCITY OF
3/31/15 Address outstandingTRC comments 3
3
Plan North True North
124 Market StreetWilmington, NC 28401
910.762.0892johnsawyerarchitects.com
JohnSawyerArchitects
320 Chestnut Street Additions & Renovations
New Hanover County
Revisions:
of
© 2014 John Sawyer Architects, PC - All Rights Reserved
Construction DrawingsJanuary 24, 2014
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
PARID: R04817-018-004-000 NEW HAN CNTY 320 CHESTNUT ST BOOK 1032, PAGE 0489
PARID: R04817-018-004-000 NEW HAN CNTY 320 CHESTNUT ST BOOK 1135, PAGE 0789
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
PARID: R04817-018-004-000 NEW HAN CNTY 320 CHESTNUT ST BOOK 1042, PAGE 0202
(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)
T.B.M. TOP OF MONUMENT ELEV. 40.77' (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 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
3/31/15 Address outstandingTRC comments 3
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
NORTH CAROLINAILMINGTONWCITY OF
2
3
Plan North True North
124 Market StreetWilmington, NC 28401
910.762.0892johnsawyerarchitects.com
JohnSawyerArchitects
320 Chestnut Street Additions & Renovations
New Hanover County
Revisions:
of
© 2014 John Sawyer Architects, PC - All Rights Reserved
Construction DrawingsJanuary 24, 2014
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
PARID: R04817-018-004-000 NEW HAN CNTY 320 CHESTNUT ST BOOK 1135, PAGE 0789
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" RC
P
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
PARID: R04817-018-004-000 NEW HAN CNTY 320 CHESTNUT ST BOOK 1042, PAGE 0202
(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
T.B.M. TOP OF MONUMENT ELEV. 40.77' (NAVD'88)
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 S
TRE
ET
(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.
3/31/15 Address outstandingTRC comments 3
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
NORTH CAROLINAILMINGTONWCITY OF
Plan North True North
124 Market StreetWilmington, NC 28401
910.762.0892johnsawyerarchitects.com
JohnSawyerArchitects
320 Chestnut Street Additions & Renovations
New Hanover County
Revisions:
of
© 2014 John Sawyer Architects, PC - All Rights Reserved
Construction DrawingsJanuary 24, 2014
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: R04817-018-006-000 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
PARID: R04817-018-004-000 NEW HAN CNTY 320 CHESTNUT ST BOOK 1135, PAGE 0789
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
PARID: R04817-018-004-000 NEW HAN CNTY 320 CHESTNUT ST BOOK 1042, PAGE 0202
(FIRST TRACT)
PARID: R04817-018-004-000 NEW HAN CNTY 320 CHESTNUT ST BOOK 1042, PAGE 0202 (SECOND TRACT)
D
YH
UGE
UGE
UGE
UGE
UGEUGEUGEUGE
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)
T.B.M. TOP OF MONUMENT ELEV. 40.77' (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 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
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
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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