for TIDEWATER BREWING COMPANYprotrak.wilmingtonnc.gov/.../TidewaterBrewingTRCREV1.pdf ·...
Transcript of for TIDEWATER BREWING COMPANYprotrak.wilmingtonnc.gov/.../TidewaterBrewingTRCREV1.pdf ·...
PRELIMINARY DEVELOPMENT PLANSPRELIMINARY DEVELOPMENT PLANSforfor
TIDEWATER BREWING COMPANYTIDEWATER BREWING COMPANY
OWNER:OWNER:ETHAN HALLETHAN HALL(910) 620-8997(910) [email protected]@gmail.com
Coastal Land Design,Coastal Land Design,PLLCPLLCCivil Engineering / Landscape ArchitectureCivil Engineering / Landscape ArchitectureLand Planning / Construction ManagementLand Planning / Construction Management
P.O.Box 1172P.O.Box 1172Wilmington, NC 28402Wilmington, NC 28402
Phone: 910-254-9333Phone: 910-254-9333Fax: 910-254-0502Fax: 910-254-0502
NCBELS Firm License No: P-0369NCBELS Firm License No: P-0369
www.cldeng.comwww.cldeng.com
ENGINEER:ENGINEER:
BEFORE YOU DIG, CALLBEFORE YOU DIG, CALL
RR
www.nc811.orgwww.nc811.orgCarolinaCarolina
NorthNorth
NOT RELEASED FORNOT RELEASED FORCONSTRUCTIONCONSTRUCTION
ISSUED FOR AGENCYISSUED FOR AGENCYREVIEW ONLYREVIEW ONLY
VICINITY MAPVICINITY MAP
NOT TO SCALENOT TO SCALE
General Notes:General Notes:1. Prior to any clearing, grading, or construction activity, tree protection fencing will be installed around protected1. Prior to any clearing, grading, or construction activity, tree protection fencing will be installed around protected trees or groves of trees and no construction workers, materials, or vehicles are permitted within the tree protection trees or groves of trees and no construction workers, materials, or vehicles are permitted within the tree protection fencing. fencing.2. All pavement markings in public rights-of-way and for driveways are to be thermoplastic and meet City and/or2. All pavement markings in public rights-of-way and for driveways are to be thermoplastic and meet City and/or NCDOT stamdards. NCDOT stamdards.3. Once streets are open to traffic, contact Traffic Engineering to request installation of traffic and street name signs.3. Once streets are open to traffic, contact Traffic Engineering to request installation of traffic and street name signs. Proposed street names must be approved prior to installation of street name signs. Proposed street names must be approved prior to installation of street name signs.4. Traffic control devices (including signs and pavement markings) in areas open to public traffic are to meet MUTCD4. Traffic control devices (including signs and pavement markings) in areas open to public traffic are to meet MUTCD (Manual on Uniform Traffic Control Devices) standards. (Manual on Uniform Traffic Control Devices) standards.5. Contact Traffic Engineering at 341-7888 to ensure that all traffic signals facilities and equipment are shown on the5. Contact Traffic Engineering at 341-7888 to ensure that all traffic signals facilities and equipment are shown on the plan. Add a note to call Traffic Engineering at 341-7888 forty-eight hours prior to any excavation in the plan. Add a note to call Traffic Engineering at 341-7888 forty-eight hours prior to any excavation in the right-of-way. right-of-way.6. Any broken or missing sidewalk panels, driveway panels and curbing will be replaced.6. Any broken or missing sidewalk panels, driveway panels and curbing will be replaced.7. Contact TRAFFIC ENGINEERING at 341-7888 to discuss street lighting options.7. Contact TRAFFIC ENGINEERING at 341-7888 to discuss street lighting options.8. Project shall comply with the CFPUA Cross Connection Control requirements. Water meter(s) cannot be released8. Project shall comply with the CFPUA Cross Connection Control requirements. Water meter(s) cannot be released until all requirements are met and the State has given their Final Approval. Call 332-6419 for information. until all requirements are met and the State has given their Final Approval. Call 332-6419 for information.9. If the contractor desires CFPUA water for construction he shall apply in advance for this service and must provide9. If the contractor desires CFPUA water for construction he shall apply in advance for this service and must provide a reduced pressure zone (RPZ) backflow prevention device on the developer's side of the water meter box. a reduced pressure zone (RPZ) backflow prevention device on the developer's side of the water meter box.10. Any irrigation system supplied by CFPUA water shall comply with the CFPUA's Connection Control regulations.10. Any irrigation system supplied by CFPUA water shall comply with the CFPUA's Connection Control regulations. Call 332-6419 for information. Call 332-6419 for information.11. Any backflow prevention devices required by the CFPUA will need to be on the list of approved devices for11. Any backflow prevention devices required by the CFPUA will need to be on the list of approved devices for USCFCCCHR or ASSE. USCFCCCHR or ASSE.12. A Landscaping Plan indicating the location of required street trees shall be submitted to the City of Wilmington12. A Landscaping Plan indicating the location of required street trees shall be submitted to the City of Wilmington Traffic Engineering Division and the Parks and Recreation Department for review and approval prior to the Traffic Engineering Division and the Parks and Recreation Department for review and approval prior to the recording of the final plat. recording of the final plat.13. Permitting of business identification signage is a separate process. NCDOT/City of Wilmington will not13. Permitting of business identification signage is a separate process. NCDOT/City of Wilmington will not allow obstructions within the righ of way. allow obstructions within the righ of way.14. Prior to any clearing, grading or construction activity, tree protection fencing will be installed around protected14. Prior to any clearing, grading or construction activity, tree protection fencing will be installed around protected trees or groves of trees and no construction workers, tools, materials or vehicles are permitted within the tree trees or groves of trees and no construction workers, tools, materials or vehicles are permitted within the tree protection fencing. protection fencing.15. All traffic control signs and markings off the right-or-way are to be maintained by the property owner in 15. All traffic control signs and markings off the right-or-way are to be maintained by the property owner in accordance with MUTCD standards. accordance with MUTCD standards.16. Install reflectors per City and NCDOT standards. Traffic Engineering must approve of pavement marking 16. Install reflectors per City and NCDOT standards. Traffic Engineering must approve of pavement marking layout prior to actual striping. layout prior to actual striping.17. All parking stall markings and lane arrows within parking areas shall be white. 17. All parking stall markings and lane arrows within parking areas shall be white.
GENERAL NOTES:GENERAL NOTES:
1.1. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALLCONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL
EXISTING UTILITIES, ABOVE AND BELOW GROUND, PRIOR TOEXISTING UTILITIES, ABOVE AND BELOW GROUND, PRIOR TO
CONSTRUCTION.CONSTRUCTION.
2.2. SURVEY AND TOPOGRAPHICAL INFORMATION AS SHOWN ONSURVEY AND TOPOGRAPHICAL INFORMATION AS SHOWN ON
THESE PLANS HAVE BEEN PROVIDED BY ESP ANDTHESE PLANS HAVE BEEN PROVIDED BY ESP AND
ASSOCIATES, WILMINGTON, NC.ASSOCIATES, WILMINGTON, NC.
3.3. NO WETLANDS ON-SITE.NO WETLANDS ON-SITE.
4.4. CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ALL WASTECONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ALL WASTE
MATERIALS GENERATED THROUGH DEMOLITION AND GRUBBINGMATERIALS GENERATED THROUGH DEMOLITION AND GRUBBING
ACTIVITIES.ACTIVITIES.
5.5. THE TOTAL DISTURBANCE FOR THE WORK SHOWN IN THISTHE TOTAL DISTURBANCE FOR THE WORK SHOWN IN THIS
PLAN IS APPROXIMATELY 0.28 ACRES.PLAN IS APPROXIMATELY 0.28 ACRES.
6.6. ALL SITE GRADING AND PIPING TO PROVIDE POSITIVEALL SITE GRADING AND PIPING TO PROVIDE POSITIVE
DRAINAGE.DRAINAGE.
CONTENTSCONTENTSSHEETSHEET NAMENAME
INV-1INV-1 EXISTING CONDITIONSEXISTING CONDITIONS
SP-1SP-1 SITE PLANSITE PLAN
SP-2SP-2
SITE & LANDSCAPE DETAILSSITE & LANDSCAPE DETAILS
1002 PRINCESS STREET1002 PRINCESS STREETWILMINGTON, NC 28401WILMINGTON, NC 28401
For each open utility cut ofFor each open utility cut ofCity streets, a $325 permitCity streets, a $325 permitshall be required from theshall be required from the
City prior to occupancyCity prior to occupancyand/or project acceptance.and/or project acceptance.
PRELIMINARY DESIGNPRELIMINARY DESIGN
NOT FOR CONSTRUCTIONNOT FOR CONSTRUCTION
PRELIMINARY DESIGNPRELIMINARY DESIGN
NOT FOR CONSTRUCTIONNOT FOR CONSTRUCTION
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10/13/1710/13/17
N 10th St.
N 10th St.
N 9th St.
N 9th St.
N 11th St.
N 11th St.
N 12th St.
N 12th St.
N 13th St.
N 13th St.
Princess St.Princess St.
Market StreetMarket Street
Chestnut St.Chestnut St.
SITESITENew HanoverNew Hanover
High SchoolHigh School
Signed: ____________________________________Signed: ____________________________________
NORTH CAROLINANORTH CAROLINAILMINGTONILMINGTONWWCITY OFCITY OF
APPROVED PLAN - NO PERMIT REQUIREDAPPROVED PLAN - NO PERMIT REQUIRED
Public ServicesPublic Services Engineering DivisionEngineering Division
Approved Construction PlanApproved Construction Plan Name Name DateDate
PlanningPlanning
TrafficTraffic
FireFire
NORTH CAROLINANORTH CAROLINAILMINGTONILMINGTONWWCITY OFCITY OF
N/F JAMES R. COTTLE &N/F JAMES R. COTTLE &WIFE, ANGELA M. COTTLEWIFE, ANGELA M. COTTLEPIN: R04818-018-008-000PIN: R04818-018-008-000
ZONE: UMXZONE: UMXCLASS: COMMERCIALCLASS: COMMERCIAL
D.B. 5081, PG. 777D.B. 5081, PG. 777
N/F H&S FAMILY HOLDINGS LLC ETALN/F H&S FAMILY HOLDINGS LLC ETALPIN: R04818-018-004-000PIN: R04818-018-004-000
ZONE: UMXZONE: UMXCLASS: COMMERCIALCLASS: COMMERCIAL
D.B. 5490, PG. 597D.B. 5490, PG. 597 N/F PATRICIA ANN KINGN/F PATRICIA ANN KINGPIN: R04818-018-007-000PIN: R04818-018-007-000
ZONE: UMXZONE: UMXCLASS: COMMERCIALCLASS: COMMERCIAL
D.B. 9906, PG. 2414D.B. 9906, PG. 2414
N/F OLSONN/F OLSONPORTFOLIO 2B LLCPORTFOLIO 2B LLC
PIN: R04818-016-012-000PIN: R04818-016-012-000ZONE: UMXZONE: UMX
CLASS: RESIDENTIALCLASS: RESIDENTIALD.B. 4972, PG. 694D.B. 4972, PG. 694
N/F LINC INCORPORATEDN/F LINC INCORPORATEDPIN: R04818-016-013-000PIN: R04818-016-013-000
ZONE: UMXZONE: UMXCLASS: COMMERCIALCLASS: COMMERCIAL
D.B. 6021, PG. 0369D.B. 6021, PG. 0369
PRINCESS STREET (66' R/W)PRINCESS STREET (66' R/W)
N 1
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BUILDINGBUILDING(8,857 SF)(8,857 SF)
CONCRETECONCRETEPADPAD
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EX DRIVEWAYEX DRIVEWAY(DELIVERY)(DELIVERY)
EX DRIVEWAYEX DRIVEWAY(SHIPPING)(SHIPPING)
EX D
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(PAR
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EXISTING SIDEWALKEXISTING SIDEWALK
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EX. 6' CHAIN LINK FENCEEX. 6' CHAIN LINK FENCEWITH BARBED WIREWITH BARBED WIRE
SWIN
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SWINGING GATESWINGING GATE
7.0'7.0'6.5'6.5'
WILMINGTON WAVE TRANSITWILMINGTON WAVE TRANSITROUTE: "108 MARKET STREET"ROUTE: "108 MARKET STREET"MARKET ST / 9TH (Cape Fear Museum)MARKET ST / 9TH (Cape Fear Museum)
79.7479.74bldg corbldg cor80.9680.96
bldg corbldg cor80.6780.67concconc
79.5979.59concconc
79.5979.59concconc
79.3779.37concconc79.5479.54
concconc79.5279.52concconc
80.6080.60concconc
80.2380.23gsgs
78.6578.65gsgs 76.1476.14
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76.6176.61gsgs
76.4976.49gsgs
76.2376.23gsgs77.8477.84
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79.6179.61gsgs
78.2378.23gsgs
76.4276.42gsgs
80.7480.74top brick walltop brick wall
80.6980.69top brick walltop brick wall
79.7579.75top brick walltop brick wall
74.6674.66gsgs
75.4575.45gsgs
76.7176.71gsgs
76.0876.08gsgs
77.1377.13gsgs
77.0677.06gsgs
77.4377.43gsgs
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EX DIEX DIEX LID: 79.42EX LID: 79.42EX INV: 77.13EX INV: 77.13
EX SDEX SDRIM: 77.54RIM: 77.54INV: 74.44INV: 74.44
EX 4
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EXISTING SIDEWALKEXISTING SIDEWALKEXISTING SIDEWALKEXISTING SIDEWALK
EXISTING FLASHINGEXISTING FLASHINGSTOP LIGHTSTOP LIGHT
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N/F OSPREY LANDS LLCN/F OSPREY LANDS LLCPIN: R04818-016-004-000PIN: R04818-016-004-000
ZONE: UMXZONE: UMXCLASS: INDUSTRIALCLASS: INDUSTRIALD.B. 5939, PG. 2078D.B. 5939, PG. 2078
N/F OSPREY LANDS LLCN/F OSPREY LANDS LLCPIN: R04818-016-005-000PIN: R04818-016-005-000
ZONE: UMXZONE: UMXCLASS: COMMERCIALCLASS: COMMERCIAL
D.B. 5939, PG. 2078D.B. 5939, PG. 2078
N/F OSPREY LANDS LLCN/F OSPREY LANDS LLCPIN: R04818-016-006-000PIN: R04818-016-006-000
ZONE: UMXZONE: UMXCLASS: RESIDENTIALCLASS: RESIDENTIAL
D.B. 5939, PG. 2078D.B. 5939, PG. 2078
N/F OSPREY LANDS LLCN/F OSPREY LANDS LLCPIN: R04818-016-009-001PIN: R04818-016-009-001
ZONE: UMXZONE: UMXCLASS: COMMERCIALCLASS: COMMERCIAL
D.B. 5939, PG. 2078D.B. 5939, PG. 2078
N/F OSPREY LANDS LLCN/F OSPREY LANDS LLCPIN: R04817-024-001-000PIN: R04817-024-001-000
ZONE: UMXZONE: UMXCLASS: INDUSTRIALCLASS: INDUSTRIALD.B. 5939, PG. 2078D.B. 5939, PG. 2078
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N/F OSPREY LANDS LLCN/F OSPREY LANDS LLCPIN: R04818-016-010-000PIN: R04818-016-010-000
ZONE: UMXZONE: UMXCLASS: COMMERCIALCLASS: COMMERCIAL
D.B. 5939, PG. 2078D.B. 5939, PG. 2078
N/F OSPREY LANDS LLCN/F OSPREY LANDS LLCPIN: R04818-016-011-000PIN: R04818-016-011-000
ZONE: UMXZONE: UMXCLASS: COMMERCIALCLASS: COMMERCIAL
D.B. 5939, PG. 2078D.B. 5939, PG. 2078
STREET LIHGTSTREET LIHGTCONTROL BOXCONTROL BOX
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W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W8" WATER LINE8" WATER LINE
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BELLSOUTHBELLSOUTHVAULTVAULTMANMAN
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EXEXFDCFDC
REVISIONSREVISIONS
##
JOB NUMBERJOB NUMBER SHEET NUMBERSHEET NUMBER
FILE NAME :FILE NAME :
APPROVED :APPROVED :
CHECK :CHECK :
DRAWN :DRAWN :
DESIGN :DESIGN :
PROJECTPROJECT
NUMBER :NUMBER :
SCALE :SCALE :
DATE :DATE :
REV.REV.
DESCRIPTIONDESCRIPTION
LEGEND:LEGEND:
DATEDATE
REV.BYREV.BY
960-26960-26 INV-1INV-1
1002 PRINCESS STREET1002 PRINCESS STREETWILMINGTON, NCWILMINGTON, NC
EXISTINGEXISTINGCONDITIONSCONDITIONS
S. LloydS. Lloyd
F. BraxtonF. Braxton
F. BraxtonF. Braxton
F. BraxtonF. Braxton
--
1"=20'1"=20'
13 OCT 201713 OCT 2017
VICINITY MAP - NOT TO SCALEVICINITY MAP - NOT TO SCALEVICINITY MAP - NOT TO SCALEVICINITY MAP - NOT TO SCALE
NOTES:NOTES:
Coastal Land Design,Coastal Land Design,PLLCPLLCCivil Engineering / Landscape ArchitectureCivil Engineering / Landscape ArchitectureLand Planning / Construction ManagementLand Planning / Construction Management
P.O.Box 1172P.O.Box 1172Wilmington, NC 28402Wilmington, NC 28402
Phone: 910-254-9333Phone: 910-254-9333Fax: 910-254-0502Fax: 910-254-0502
NCBELS Firm License No: P-0369NCBELS Firm License No: P-0369
www.cldeng.comwww.cldeng.com
#1#1 REVISIONS FOR TRCREVISIONS FOR TRC
S. LLOYDS. LLOYD
7/12/177/12/17
N 10th St.
N 10th St.
N 9th St.
N 9th St.
N 11th St.
N 11th St.
N 12th St.
N 12th St.
N 13th St.
N 13th St.
Princess St.Princess St.
Market StreetMarket Street
Chestnut St.Chestnut St.
SITESITENew HanoverNew Hanover
High SchoolHigh School
PARCEL INFORMATIONPARCEL INFORMATIONPARCEL PARCEL ID:ID: R04818-018-001-000R04818-018-001-000ADDRESS:ADDRESS: 1002 Princess Street1002 Princess Street
Wilmington, NC 28401Wilmington, NC 28401ZONE:ZONE: UMX - Urban Mixed UseUMX - Urban Mixed Use
Located inside the "1945 Located inside the "1945 Corporate Limits"Corporate Limits"
CAMA CAMA CLASS:CLASS: UrbanUrbanEX BLDIG EX BLDIG USE:USE: IndustrialIndustrialPARCEL AREA: PARCEL AREA: 28,329 SF (0.65 AC)28,329 SF (0.65 AC)
SITE INFORMATIONSITE INFORMATIONEXISTING IMPERVIOUS:EXISTING IMPERVIOUS: BUILDINGBUILDING 8,857 SF 8,857 SF CONCRETE CONCRETE PADPAD 4,425 SF 4,425 SF SIDEWALKSIDEWALK 631 SF 631 SF TOTALTOTAL 13,913 SF13,913 SF PERCENTAGEPERCENTAGE 49.1% 49.1%
BUILDING INFORMATIONBUILDING INFORMATIONEX BUILDING EX BUILDING AREA:AREA: 8,857 SF8,857 SFLOT LOT COVERAGE:COVERAGE: 31.3%31.3%MAX MAX HEIGHT:HEIGHT: 45'45'EX EX HEIGHT:HEIGHT: 2 Stories (~24')2 Stories (~24')
Signed: ____________________________________Signed: ____________________________________
NORTH CAROLINANORTH CAROLINAILMINGTONILMINGTONWWCITY OFCITY OF
APPROVED PLAN - NO PERMIT REQUIREDAPPROVED PLAN - NO PERMIT REQUIRED
Public ServicesPublic Services Engineering DivisionEngineering Division
TIDEWATER BREWINGTIDEWATER BREWINGCOMPANYCOMPANY
OWNER:OWNER:ETHAN HALLETHAN HALL910-620-8997910-620-8997
[email protected]@gmail.com
N 84°23'00" E 131.97'N 84°23'00" E 131.97'
S 84°23'00" E 109.30'S 84°23'00" E 109.30'
S 05
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00" E
6
6.00
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05°3
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66.
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S 84°23'00" WS 84°23'00" W22.67'22.67'
S 05
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1
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05°3
7'00
" E
160
.00'
N 05°37'00" W
226.00'N
05°37'00" W 226.00'
For each open utility cut ofFor each open utility cut ofCity streets, a $325 permitCity streets, a $325 permitshall be required from theshall be required from the
City prior to occupancyCity prior to occupancyand/or project acceptance.and/or project acceptance.
( IN FEET )( IN FEET )
2020 00 1010 4040
1 inch = 20 ft.1 inch = 20 ft.
2020
GRAPHIC SCALEGRAPHIC SCALE
N/F OSPREY LANDS LLCN/F OSPREY LANDS LLCPIN: R04818-016-007-000PIN: R04818-016-007-000
ZONE: UMXZONE: UMXCLASS: COMMERCIALCLASS: COMMERCIAL
D.B. 5939, PG. 2078D.B. 5939, PG. 2078
N/F OSPREY LANDS LLCN/F OSPREY LANDS LLCPIN: 04818-016-008-000PIN: 04818-016-008-000
ZONE: UMXZONE: UMXCLASS: COMMERCIALCLASS: COMMERCIAL
D.B. 5939, PG 2078D.B. 5939, PG 2078
PRELIMINARY DESIGNPRELIMINARY DESIGN
NOT FOR CONSTRUCTIONNOT FOR CONSTRUCTION
PRELIMINARY DESIGNPRELIMINARY DESIGN
NOT FOR CONSTRUCTIONNOT FOR CONSTRUCTION
Approved Construction PlanApproved Construction Plan Name Name DateDate
PlanningPlanning
TrafficTraffic
FireFire
NORTH CAROLINANORTH CAROLINAILMINGTONILMINGTONWWCITY OFCITY OF
NNOO
NN
AA
II NN
TTXXAA
HHTT
OORR LLRROOCCAA
RR
LL
AA
NN
DD
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AANN
BBKKAARRFF
J.J.
390390
PP
EE
RR
RR
EE
GG
II
SS
TT
EE
DD
EE
TT
CC
EE
II
HH
CC
RR
AA
TT
10/13/1710/13/17
SURVEY DATA TAKEN FROM BOUNDARY SURVEY BY SURVEY DATA TAKEN FROM BOUNDARY SURVEY BY MURPHY GEOMATICS AND GROUND ELEVATIONS BYMURPHY GEOMATICS AND GROUND ELEVATIONS BYUNDERWOOD SURVEYING (ASSUMED ELEVATION 80UNDERWOOD SURVEYING (ASSUMED ELEVATION 80AT BUILDING SLAB)AT BUILDING SLAB)
N/F JAMES R. COTTLE &N/F JAMES R. COTTLE &WIFE, ANGELA M. COTTLEWIFE, ANGELA M. COTTLEPIN: R04818-018-008-000PIN: R04818-018-008-000
ZONE: UMXZONE: UMXCLASS: COMMERCIALCLASS: COMMERCIAL
D.B. 5081, PG. 777D.B. 5081, PG. 777
N/F H&S FAMILY HOLDINGS LLC ETALN/F H&S FAMILY HOLDINGS LLC ETALPIN: R04818-018-004-000PIN: R04818-018-004-000
ZONE: UMXZONE: UMXCLASS: COMMERCIALCLASS: COMMERCIAL
D.B. 5490, PG. 597D.B. 5490, PG. 597
PRINCESS STREET (66' R/W)PRINCESS STREET (66' R/W)
N 1
0TH
STR
EET
(66'
R/W
)N
10T
H S
TREE
T (6
6' R
/W)
EXISTINGEXISTINGCONCRETECONCRETE
PADPAD
EX DRIVEWAYEX DRIVEWAY(DELIVERY)(DELIVERY)
EX DRIVEWAYEX DRIVEWAY(SHIPPING)(SHIPPING)
EX D
RIV
EWAY
EX D
RIV
EWAY
(DEL
IVER
Y)(D
ELIV
ERY)
EX D
RIV
EWAY
EX D
RIV
EWAY
(PAR
KIN
G)
(PAR
KIN
G)
EXISTING SIDEWALKEXISTING SIDEWALK
EX. 6' CHAIN LINK FENCEEX. 6' CHAIN LINK FENCEWITH BARBED WIREWITH BARBED WIRE
SWIN
GIN
G G
ATE
SWIN
GIN
G G
ATE
SWIN
GIN
G G
ATE
SWIN
GIN
G G
ATE
SWINGING GATESWINGING GATE
7.0'7.0'6.5'6.5'
WILMINGTON WAVE TRANSITWILMINGTON WAVE TRANSITROUTE: "108 MARKET STREET"ROUTE: "108 MARKET STREET"MARKET ST / 9TH (Cape Fear Museum)MARKET ST / 9TH (Cape Fear Museum)
74.6674.66
TOWTOW
TOWTOW
76.7176.7179.5979.59
79.5279.52
76.1476.14
78.6578.65
80.6080.60
80.2380.23
79.6179.61
80.0680.0677.8477.84
78.2378.23
76.4976.49
76.4276.42
76.2376.23
80.6780.67
80.9680.96
FFE: 80.0FFE: 80.0
79.5979.59
EX DIEX DIEX LID: 79.42EX LID: 79.42EX INV: 77.13EX INV: 77.13
75.4575.45
76.0876.08
77.4377.43 77.0677.06
80.0080.0076.0076.00
BOWBOW
79.7579.75
75.8675.86
80.6980.69
BOWBOW76.6176.61
76.0076.00
79.4779.47
EX SDEX SDRIM: 77.54RIM: 77.54INV: 74.44INV: 74.44
75.8075.80
79.5079.50
75.3875.38
79.5079.50
CO
OLE
RC
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WO
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SW
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BOIL
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RO
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(87
sf)
(87
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OUTDOOROUTDOORBARBARGRAINGRAIN
SILOESSILOES
RO
OF
LIN
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OO
F LI
NE
DR
AIN
DR
AIN
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(60
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(60
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CABANACABANA
ROLL UPROLL UPDOORDOOR
RO
LL U
PR
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UP
DO
OR
DO
OR
LOADINGLOADINGDOCKDOCK(269 sf)(269 sf)
MAI
NM
AIN
ENTR
ANC
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TRAN
CE
WOOD DECKWOOD DECKOVER EXISTINGOVER EXISTING
CONCRETECONCRETE
EX R
ETAI
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G W
ALL
EX R
ETAI
NIN
G W
ALL
ROLL UPROLL UPDOORDOOR
BIKE RACKBIKE RACK
GRAVEL DRIVEGRAVEL DRIVE4" DEEP #57 STONE OVER4" DEEP #57 STONE OVER
GEOTEXTILE FABRICGEOTEXTILE FABRIC(SEE DETAIL)(SEE DETAIL)
EX 4
" PIP
EEX
4" P
IPE
79.0979.09
SODDED AREASODDED AREASLOPING DOWN TO EX GRADESLOPING DOWN TO EX GRADE(CONCRETE TO BE REMOVED)(CONCRETE TO BE REMOVED)
78.6078.60
EXISTING GRAVEL LOT TO REMAINEXISTING GRAVEL LOT TO REMAIN
75.8175.81
75.4975.49
75.9175.91
76.6576.65
EX RETAINING WALLEX RETAINING WALLTO REMAINTO REMAIN
GRAVEL DRIVEGRAVEL DRIVE4" DEEP #57 STONE OVER4" DEEP #57 STONE OVER
GEOTEXTILE FABRICGEOTEXTILE FABRIC(SEE DETAIL)(SEE DETAIL)
79.5279.52
FOOD TRUCK PARKINGFOOD TRUCK PARKING
20'X70'20'X70'
SIGH
T TR
IANG
LE
SIGH
T TR
IANG
LE
4
6
'
X
4
6
'
4
6
'
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4
6
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S
I
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H
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R
I
A
N
G
L
E
S
I
G
H
T
T
R
I
A
N
G
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E
20'X70'20'X70'
SIGHT T
RIANGLE
SIGHT T
RIANGLE
2
0
'
X
7
0
'
2
0
'
X
7
0
'
S
I
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H
T
T
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A
N
G
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S
I
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0
'
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'
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2
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G
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S
I
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H
T
T
R
I
A
N
G
L
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46'X46'46'X46'
SIGHT T
RIANGLE
SIGHT T
RIANGLE
FIREFIREHYDRANTHYDRANT
CONSTRUCTIONCONSTRUCTIONENTRANCEENTRANCE
SILT FENCESILT FENCE
SILT FENCESILT FENCE
EXIS
TIN
G S
IEW
ALK
EXIS
TIN
G S
IEW
ALK
EXIS
TIN
G S
IEW
ALK
EXIS
TIN
G S
IEW
ALK
EXISTING SIDEWALKEXISTING SIDEWALKEXISTING SIDEWALKEXISTING SIDEWALK
EXISTING FLASHINGEXISTING FLASHINGSTOP LIGHTSTOP LIGHT
EXISTINGEXISTINGSTOP SIGNSTOP SIGN
EXISTINGEXISTINGSTOP SIGNSTOP SIGN
SILT FENCE INSTALLED WITHINSILT FENCE INSTALLED WITHINEXISTING CHAIN LINK FENCEEXISTING CHAIN LINK FENCE
SILT FENCE INSTALLED WITHINSILT FENCE INSTALLED WITHINEXISTING CHAIN LINK FENCEEXISTING CHAIN LINK FENCE
N/F
OSP
REY
LAN
DS
LLC
N/F
OSP
REY
LAN
DS
LLC
PIN
: R04
818-
017-
003-
000
PIN
: R04
818-
017-
003-
000
ZON
E: U
MX
ZON
E: U
MX
CLA
SS: I
ND
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LC
LASS
: IN
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STR
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D.B
. 593
9, P
G. 2
078
D.B
. 593
9, P
G. 2
078
N/F OSPREY LANDS LLCN/F OSPREY LANDS LLCPIN: R04818-016-004-000PIN: R04818-016-004-000
ZONE: UMXZONE: UMXCLASS: INDUSTRIALCLASS: INDUSTRIALD.B. 5939, PG. 2078D.B. 5939, PG. 2078
N/F OSPREY LANDS LLCN/F OSPREY LANDS LLCPIN: R04818-016-005-000PIN: R04818-016-005-000
ZONE: UMXZONE: UMXCLASS: COMMERCIALCLASS: COMMERCIAL
D.B. 5939, PG. 2078D.B. 5939, PG. 2078
N/F OSPREY LANDS LLCN/F OSPREY LANDS LLCPIN: R04818-016-006-000PIN: R04818-016-006-000
ZONE: UMXZONE: UMXCLASS: RESIDENTIALCLASS: RESIDENTIAL
D.B. 5939, PG. 2078D.B. 5939, PG. 2078
N/F OSPREY LANDS LLCN/F OSPREY LANDS LLCPIN: R04818-016-009-001PIN: R04818-016-009-001
ZONE: UMXZONE: UMXCLASS: COMMERCIALCLASS: COMMERCIAL
D.B. 5939, PG. 2078D.B. 5939, PG. 2078
N/F OSPREY LANDS LLCN/F OSPREY LANDS LLCPIN: R04817-024-001-000PIN: R04817-024-001-000
ZONE: UMXZONE: UMXCLASS: INDUSTRIALCLASS: INDUSTRIALD.B. 5939, PG. 2078D.B. 5939, PG. 2078
N/F
OSP
REY
LAN
DS
LLC
N/F
OSP
REY
LAN
DS
LLC
PIN
: R04
818-
017-
001-
000
PIN
: R04
818-
017-
001-
000
ZON
E: U
MX
ZON
E: U
MX
CLA
SS: C
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MER
CIA
LC
LASS
: CO
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D.B
. 593
9, P
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D.B
. 593
9, P
G. 2
078
N/F OSPREY LANDS LLCPIN: R04818-016-010-000
ZONE: UMXCLASS: COMMERCIAL
D.B. 5939, PG. 2078
STREET LIHGTSTREET LIHGTCONTROL BOXCONTROL BOX
EXIS
TIN
GEX
ISTI
NG
EXIS
TIN
GEX
ISTI
NG
EXISTINGEXISTING
TO R
EMAI
NTO
REM
AIN
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W8" WATER LINE8" WATER LINE
WW
W
GASGASMETERMETER
GAS
WATERWATERMETERMETER
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 SS8" SANITARY SEWER SERVICE8" SANITARY SEWER SERVICE
SSSS
SSSS
SS4"
SEW
ER4"
SEW
ERSE
RVI
CES
SER
VIC
ES
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
8" WATER LINE8" WATER LINE
8" SANITARY SEWER SERVICE8" SANITARY SEWER SERVICEMAN HOLESMAN HOLES
SSSS
SSSS
SSSS
SSSS
SSSS
SSSS
SSSS
SSSS
SSSS
SSSS
SSSS
SSSS
SSSS
SSSS
SSSS
SSSS
SSSS
SS
8" S
ANIT
ARY
SEW
ER L
INE
8" S
ANIT
ARY
SEW
ER L
INE
8" W
ATER
LIN
E8"
WAT
ER L
INE
SS SS
ELECT.ELECT.METERMETER
4" SEWER4" SEWERSERVICESSERVICES
W W W W W W W W W4" WATER4" WATERWATERWATER
METERMETER
BELLSOUTHBELLSOUTHVAULTVAULTMANMAN
HOLEHOLE
EXEXFDCFDC
REVISIONSREVISIONS
##
JOB NUMBERJOB NUMBER SHEET NUMBERSHEET NUMBER
FILE NAME :FILE NAME :
APPROVED :APPROVED :
CHECK :CHECK :
DRAWN :DRAWN :
DESIGN :DESIGN :
PROJECTPROJECT
NUMBER :NUMBER :
SCALE :SCALE :
DATE :DATE :
REV.REV.
DESCRIPTIONDESCRIPTION
LEGEND:LEGEND:
DATEDATE
REV.BYREV.BY
960-26960-26 SP-1SP-1
1002 PRINCESS STREET1002 PRINCESS STREETWILMINGTON, NCWILMINGTON, NC
SITE PLANSITE PLANINCL. LANDSCAPEINCL. LANDSCAPE
S. LloydS. Lloyd
F. BraxtonF. Braxton
F. BraxtonF. Braxton
F. BraxtonF. Braxton
--
1"=20'1"=20'
13 OCT 201713 OCT 2017
VICINITY MAP - NOT TO SCALEVICINITY MAP - NOT TO SCALEVICINITY MAP - NOT TO SCALEVICINITY MAP - NOT TO SCALE
NOTES:NOTES:
Coastal Land Design,Coastal Land Design,PLLCPLLCCivil Engineering / Landscape ArchitectureCivil Engineering / Landscape ArchitectureLand Planning / Construction ManagementLand Planning / Construction Management
P.O.Box 1172P.O.Box 1172Wilmington, NC 28402Wilmington, NC 28402
Phone: 910-254-9333Phone: 910-254-9333Fax: 910-254-0502Fax: 910-254-0502
NCBELS Firm License No: P-0369NCBELS Firm License No: P-0369
www.cldeng.comwww.cldeng.com
TIDEWATER BREWINGTIDEWATER BREWINGCOMPANYCOMPANY
#1#1 REVISIONS FOR TRCREVISIONS FOR TRC
S. LLOYDS. LLOYD
7/12/177/12/17
( IN FEET )( IN FEET )
2020 00 1010 4040
1 inch = 20 ft.1 inch = 20 ft.
2020
GRAPHIC SCALEGRAPHIC SCALE
( (
N 10th St.
N 10th St.
N 9th St.
N 9th St.
N 11th St.
N 11th St.
N 12th St.
N 12th St.
N 13th St.
N 13th St.
Princess St.Princess St.
Market StreetMarket Street
Chestnut St.Chestnut St.
SITESITENew HanoverNew Hanover
High SchoolHigh School
NEW DRIVEWAYNEW DRIVEWAYINSTALLED BYINSTALLED BYCITY OF WILMINGTONCITY OF WILMINGTON
STREET TREE:STREET TREE:(2) CRAPE MYRTLE(2) CRAPE MYRTLE
STREET TREE:STREET TREE:CRAPE MYRTLECRAPE MYRTLE
(3) ZELKOVA(3) ZELKOVA
33 ZELKOVAZELKOVA ZELKOVA SERRATAZELKOVA SERRATA 2.5" DBH2.5" DBH33 CRAPE MYRTLECRAPE MYRTLE LAGERSTROEMIA INDICA 'NATCHEZ'LAGERSTROEMIA INDICA 'NATCHEZ' 8'-10'8'-10'QTYQTY COMMON NAMECOMMON NAME SCIENTIFIC NAMESCIENTIFIC NAME SIZESIZE
PLANT SCHEDULEPLANT SCHEDULE
OWNER:OWNER:ETHAN HALLETHAN HALL910-620-8997910-620-8997
[email protected]@gmail.com
27.67'27.67'
16.26'16.26'
18.0
0'18
.00'
10.0
0'10
.00'
6.00'6.00'
8.16'8.16'
12.3
2'12
.32'
16.00'16.00'
14.0
0'14
.00'
107°107°
21.05'21.05'
N 84°23'00" E 131.97'N 84°23'00" E 131.97'
S 84°23'00" E 109.30'S 84°23'00" E 109.30'
S 05
°37'
00" E
6
6.00
'S
05°3
7'00
" E
66.
00'
S 84°23'00" WS 84°23'00" W22.67'22.67'
S 05
°37'
00" E
1
60.0
0'S
05°3
7'00
" E
160
.00'
N 05°37'00" W
226.00'N
05°37'00" W 226.00'
20.00'20.00'
Signed: ____________________________________Signed: ____________________________________
NORTH CAROLINANORTH CAROLINAILMINGTONILMINGTONWWCITY OFCITY OF
APPROVED PLAN - NO PERMIT REQUIREDAPPROVED PLAN - NO PERMIT REQUIRED
Public ServicesPublic Services Engineering DivisionEngineering Division
For each open utility cut ofFor each open utility cut ofCity streets, a $325 permitCity streets, a $325 permitshall be required from theshall be required from the
City prior to occupancyCity prior to occupancyand/or project acceptance.and/or project acceptance.
R81.39'R81.39'
R55.56'R55.56'
7.00
'7.
00'
N/F OSPREY LANDS LLCN/F OSPREY LANDS LLCPIN: R04818-016-007-000PIN: R04818-016-007-000
ZONE: UMXZONE: UMXCLASS: COMMERCIALCLASS: COMMERCIAL
D.B. 5939, PG. 2078D.B. 5939, PG. 2078
N/F OSPREY LANDS LLCN/F OSPREY LANDS LLCPIN: 04818-016-008-000PIN: 04818-016-008-000
ZONE: UMXZONE: UMXCLASS: COMMERCIALCLASS: COMMERCIAL
D.B. 5939, PG 2078D.B. 5939, PG 2078
RADII PER AASHTORADII PER AASHTOTURNING RADIUSTURNING RADIUS
OF 55' TRUCKOF 55' TRUCK
PRELIMINARY DESIGNPRELIMINARY DESIGN
NOT FOR CONSTRUCTIONNOT FOR CONSTRUCTION
PRELIMINARY DESIGNPRELIMINARY DESIGN
NOT FOR CONSTRUCTIONNOT FOR CONSTRUCTION
43.5
0'43
.50'
Approved Construction PlanApproved Construction Plan Name Name DateDate
PlanningPlanning
TrafficTraffic
FireFire
NORTH CAROLINANORTH CAROLINAILMINGTONILMINGTONWWCITY OFCITY OF
NNOO
NN
AA
II NN
TTXXAA
HHTT
OORR LLRROOCCAA
RR
LL
AA
NN
DD
SSCC
AANN
BBKKAARRFF
J.J.
390390
PP
EE
RR
RR
EE
GG
II
SS
TT
EE
DD
EE
TT
CC
EE
II
HH
CC
RR
AA
TT
10/13/1710/13/17
PARCEL INFORMATIONPARCEL INFORMATIONPARCEL PARCEL ID:ID: R04818-018-001-000R04818-018-001-000ADDRESS:ADDRESS: 1002 Princess Street1002 Princess Street
Wilmington, NC 28401Wilmington, NC 28401ZONE:ZONE: UMX - Urban Mixed UseUMX - Urban Mixed Use
Located inside the "1945 Located inside the "1945 Corporate Limits"Corporate Limits"
CAMA CAMA CLASS:CLASS: UrbanUrbanPRO BLDG PRO BLDG USE:USE: MicrobreweryMicrobreweryPARCEL AREA: PARCEL AREA: 28,329 SF (0.65 AC)28,329 SF (0.65 AC)
BUILDING INFORMATIONBUILDING INFORMATIONEX BUILDING EX BUILDING AREA:AREA: 8,857 SF8,857 SFLOT LOT COVERAGE:COVERAGE: 31.3%31.3%MAX MAX HEIGHT:HEIGHT: 45'45'EX EX HEIGHT:HEIGHT: 2 Stories (~24')2 Stories (~24')
EX WATER EX WATER CAPACITYCAPACITY 0 GPD0 GPDEX SEWER EX SEWER CAPACITYCAPACITY 0 GPD0 GPDPRO WATER PRO WATER CAPACITYCAPACITY 2,680 GPD2,680 GPDPRO SEWER PRO SEWER CAPACITYCAPACITY 2,680 GPD2,680 GPD*Based on Assembly A-2 Occupancy of 134*Based on Assembly A-2 Occupancy of 134Occupants per Lisle Arch. "Life Safety Plan"Occupants per Lisle Arch. "Life Safety Plan"
SITE INFORMATIONSITE INFORMATIONREQ REQ SETBACKSSETBACKS NONENONEPRO PRO SETBACKSSETBACKS N/AN/AREQ REQ PARKINGPARKING NONENONEPRO PRO PARKINGPARKING N/AN/ABIKE BIKE PARKINGPARKING 8 BIKES8 BIKES
EXISTING IMPERVIOUSEXISTING IMPERVIOUS BUILDINGBUILDING 8,857 SF 8,857 SF CONCRETE CONCRETE PADPAD 4,425 SF 4,425 SF SIDEWALKSIDEWALK 631 SF 631 SF TOTALTOTAL 13,913 SF13,913 SF PERCENTAGEPERCENTAGE 49.1% 49.1%
PROPOSED IMPERVIOUSPROPOSED IMPERVIOUS EX EX BUILDINGBUILDING 8,857 SF 8,857 SF EX EX SIDEWALKSIDEWALK 631 SF 631 SF REMAINING REMAINING CONCRETECONCRETE 3,434 SF 3,434 SF (REMOVED (REMOVED CONCRETECONCRETE -991 SF) -991 SF) PRO LOADING PRO LOADING DOCKDOCK 269 SF 269 SF PRO PRO HVACHVAC 60 SF 60 SF PRO BOILER PRO BOILER ROOMROOM 87 SF 87 SF TOTALTOTAL 13,338 SF13,338 SF PERCENTAGEPERCENTAGE 47.1% 47.1%
WASTE TO BE DISPOSED OF IN INDIVIDUALWASTE TO BE DISPOSED OF IN INDIVIDUALCART BINSCART BINS
REVISIONSREVISIONS
##
JOB NUMBERJOB NUMBER SHEET NUMBERSHEET NUMBER
FILE NAME :FILE NAME :
APPROVED :APPROVED :
CHECK :CHECK :
DRAWN :DRAWN :
DESIGN :DESIGN :
PROJECTPROJECT
NUMBER :NUMBER :
SCALE :SCALE :
DATE :DATE :
REV.REV.
DESCRIPTIONDESCRIPTION
LEGEND:LEGEND:
DATEDATE
REV.BYREV.BY
960-26960-26 SP-2SP-2
1002 PRINCESS STREET1002 PRINCESS STREETWILMINGTON, NCWILMINGTON, NC
DETAILSDETAILS
S. LloydS. Lloyd
F. BraxtonF. Braxton
F. BraxtonF. Braxton
F. BraxtonF. Braxton
--
1"=20'1"=20'
13 OCT 201713 OCT 2017
VICINITY MAP - NOT TO SCALEVICINITY MAP - NOT TO SCALEVICINITY MAP - NOT TO SCALEVICINITY MAP - NOT TO SCALE
NOTES:NOTES:
Coastal Land Design,Coastal Land Design,PLLCPLLCCivil Engineering / Landscape ArchitectureCivil Engineering / Landscape ArchitectureLand Planning / Construction ManagementLand Planning / Construction Management
P.O.Box 1172P.O.Box 1172Wilmington, NC 28402Wilmington, NC 28402
Phone: 910-254-9333Phone: 910-254-9333Fax: 910-254-0502Fax: 910-254-0502
NCBELS Firm License No: P-0369NCBELS Firm License No: P-0369
www.cldeng.comwww.cldeng.com
TIDEWATER BREWINGTIDEWATER BREWINGCOMPANYCOMPANY
#1#1 REVISIONS FOR TRCREVISIONS FOR TRC
S. LLOYDS. LLOYD
7/12/177/12/17
N 10th St.
N 10th St.
N 9th St.
N 9th St.
N 11th St.
N 11th St.
N 12th St.
N 12th St.
N 13th St.
N 13th St.
Princess St.Princess St.
Market StreetMarket Street
Chestnut St.Chestnut St.
SITESITENew HanoverNew Hanover
High SchoolHigh School
OWNER:OWNER:ETHAN HALLETHAN HALL910-620-8997910-620-8997
[email protected]@gmail.com
2.5" CALIPER OR LARGER2.5" CALIPER OR LARGER
LARGE TREELARGE TREE
PLANTING DETAILPLANTING DETAIL
LESS THAN 3:1, TAPER SOIL AROUNDLESS THAN 3:1, TAPER SOIL AROUND
AROUND THE TREE SHOULD NOT AROUND THE TREE SHOULD NOT
GREATER THAN 3:1, THE SOIL TAPER GREATER THAN 3:1, THE SOIL TAPER
FOR TREES PLANTED ON SLOPES FOR TREES PLANTED ON SLOPES
TREE 1.5X WIDTH OF TREE BALL.TREE 1.5X WIDTH OF TREE BALL.
EXCEED 2:1.EXCEED 2:1.
3' RADIUS MIN. FOR TREES LESS 3' RADIUS MIN. FOR TREES LESS
3' RADIUS MIN. FOR TREES 2" CAL.3' RADIUS MIN. FOR TREES 2" CAL.
SCARFICATION OF EXISTING SOILSCARFICATION OF EXISTING SOIL
FOR TREES PLANTED ON SLOPES FOR TREES PLANTED ON SLOPES
OR GREATEROR GREATER
THAN 2" CALIPERTHAN 2" CALIPER
NOTESNOTES
2X2 STAKE OR APPROVED EQUAL 2X2 STAKE OR APPROVED EQUAL
SCARIFY SIDES OF TREE PIT WITHSCARIFY SIDES OF TREE PIT WITH
NTSNTS
UNDISTURBED EARTHUNDISTURBED EARTH
3 PER TREE3 PER TREE
RAKES OR TINES.RAKES OR TINES.
EXISTING GRADEEXISTING GRADE
ROOT BALL B&B OR CONTAINERROOT BALL B&B OR CONTAINER
NATIVE SOIL OR APPROVEDNATIVE SOIL OR APPROVED
COVER WITH SOIL OR STRAW.COVER WITH SOIL OR STRAW.
TRUNK TAPER IS VISIBLE-DO NOTTRUNK TAPER IS VISIBLE-DO NOT
INSURE THAT BASAL ROOTS OR INSURE THAT BASAL ROOTS OR
WIRE BASKETS IN 3-4 SECTIONSWIRE BASKETS IN 3-4 SECTIONS
AT UPPER 1/3 OF ROOTBALL CLIPAT UPPER 1/3 OF ROOTBALL CLIP
PULL BACK BURLAP ON TRUNKPULL BACK BURLAP ON TRUNK
GALVANIZED WIRE OR NYLONGALVANIZED WIRE OR NYLON
RUBBER HOSE SECURED WITH RUBBER HOSE SECURED WITH
CHIP BARK MULCH ATCHIP BARK MULCH AT
IMPORTED BACKFILL.IMPORTED BACKFILL.
3" DEPTH.3" DEPTH.
REMOVE STRING.REMOVE STRING.
WEBBING TREE TIESWEBBING TREE TIES
DAMAGE OR COMPACTION TO THE ROOT AREAS.DAMAGE OR COMPACTION TO THE ROOT AREAS.
SYSTEMS SHALL BE REMOVED.SYSTEMS SHALL BE REMOVED.
DAMAGE TO VEGETATION.DAMAGE TO VEGETATION.
C. PEST CONTROL (OPTIONAL)C. PEST CONTROL (OPTIONAL)
MOWING SHALL BE DONE AS NECESSARY TO KEEP GRASS AT THE MOWING SHALL BE DONE AS NECESSARY TO KEEP GRASS AT THE
APPROPRIATE HEIGHT TO INSURE A HEALTHY GROWTH PATTERNAPPROPRIATE HEIGHT TO INSURE A HEALTHY GROWTH PATTERN
EQUAL WHICH WAS SUPPLIED DURING THE INSTALLATION OF THE PLANTS.EQUAL WHICH WAS SUPPLIED DURING THE INSTALLATION OF THE PLANTS.
ALL AREAS AROUND THE BUILDING FOUNDATION AND SHRUB/TREE BEDS ALL AREAS AROUND THE BUILDING FOUNDATION AND SHRUB/TREE BEDS
INCHES AND A MAXIMUM DEPTH OF THREE INCHES. MULCH USED SHALL INCHES AND A MAXIMUM DEPTH OF THREE INCHES. MULCH USED SHALL
SHALL BE RE-MULCHED SO THAT THEY CONTAIN A MIN. DEPTH OF TWO SHALL BE RE-MULCHED SO THAT THEY CONTAIN A MIN. DEPTH OF TWO
WEED CONTROL TO BE PROVIDED EARLY FEBRUARY, APRIL, JUNE, AUGUSTWEED CONTROL TO BE PROVIDED EARLY FEBRUARY, APRIL, JUNE, AUGUST
INSECT DAMAGE SHALL BE TREATED WHEN NECESSARY TO PREVENT INSECT DAMAGE SHALL BE TREATED WHEN NECESSARY TO PREVENT
AND OCTOBER IN THE SHRUB/TREE BEDS AND IN THE LAWN AREAS. AND OCTOBER IN THE SHRUB/TREE BEDS AND IN THE LAWN AREAS.
F. PROTECTION OF ROOT ZONESF. PROTECTION OF ROOT ZONES
TREE/SHRUB ROOT ZONES SHOULD BE PROTECTED FROM FUTURETREE/SHRUB ROOT ZONES SHOULD BE PROTECTED FROM FUTURE
CONSTRUCTION AND EQUIPMENT AS MUCH AS POSSIBLE TO AVOID CONSTRUCTION AND EQUIPMENT AS MUCH AS POSSIBLE TO AVOID
H. STAKE AND WIRE REMOVALH. STAKE AND WIRE REMOVAL
THEREAFTER BE ON AN AS NEEDED SCHEDULE PER LOCAL CONDITIONS..THEREAFTER BE ON AN AS NEEDED SCHEDULE PER LOCAL CONDITIONS..
AT THE END OF THE FIRST YEAR ALL PLANT STAKING AND GUYINGAT THE END OF THE FIRST YEAR ALL PLANT STAKING AND GUYING
MAINTENANCE SHALL INCLUDE A THOROUGH INITIAL WATERING WITHMAINTENANCE SHALL INCLUDE A THOROUGH INITIAL WATERING WITH
WEEKLY WATERINGS THEREAFTER FOR THE FIRST 30 DAYS. WATERINGS WEEKLY WATERINGS THEREAFTER FOR THE FIRST 30 DAYS. WATERINGS
G. WATERING SCHEDULE FOR IRRIGATION SYSTEMG. WATERING SCHEDULE FOR IRRIGATION SYSTEM
GROWTH PATTERN AND TO REMOVE DEAD OR DISEASED PLANT MATERIAL.GROWTH PATTERN AND TO REMOVE DEAD OR DISEASED PLANT MATERIAL.
THERE SHALL BE NO TOPPING OF TREES.THERE SHALL BE NO TOPPING OF TREES.
PRUNING WHEN NECESSARY, WILL BE DONE TO MAINTAIN THEIR NORMAL PRUNING WHEN NECESSARY, WILL BE DONE TO MAINTAIN THEIR NORMAL
B. PRUNING WITHIN LIMITSB. PRUNING WITHIN LIMITS
MAINTENANCE OF ALL PLANTING AND PHYSICAL FEATURES SHOWN ON THIS MAINTENANCE OF ALL PLANTING AND PHYSICAL FEATURES SHOWN ON THIS
SHALL BE RESPONSIBLE FOR THE INSTALLATION, PRESERVATION AND SHALL BE RESPONSIBLE FOR THE INSTALLATION, PRESERVATION AND
10. THE OWNERS OF THE PROPERTY AND THEIR AGENTS, HEIRS, OR ASSIGNS10. THE OWNERS OF THE PROPERTY AND THEIR AGENTS, HEIRS, OR ASSIGNS
9. ALL OTHER AREAS NOT BEING MULCHED TO BE SEEDED PER SEEDING9. ALL OTHER AREAS NOT BEING MULCHED TO BE SEEDED PER SEEDING
WHERE CONTAINER AND HT. SIZES ARE INDICATED FOR A SINGLE SPECIES,WHERE CONTAINER AND HT. SIZES ARE INDICATED FOR A SINGLE SPECIES,
6. PLANT SIZES INDICATED SPECIFY MINIMUM ALLOWABLE SIZES AT PLANTING.6. PLANT SIZES INDICATED SPECIFY MINIMUM ALLOWABLE SIZES AT PLANTING.
5. MULCH UNDER ALL PROPOSED TREES AND SHRUBS WITH PINE NEEDLES5. MULCH UNDER ALL PROPOSED TREES AND SHRUBS WITH PINE NEEDLES
4. VERIFICATION OF TOTAL QUANTITIES AS SHOWN IN THE PLANT LIST SHALL4. VERIFICATION OF TOTAL QUANTITIES AS SHOWN IN THE PLANT LIST SHALL
THAT IS SPECIFIED WITHOUT PRIOR APPROVAL OF THE LANDSCAPE ARCHITECT.THAT IS SPECIFIED WITHOUT PRIOR APPROVAL OF THE LANDSCAPE ARCHITECT.
3. CONTRACTOR SHALL NOT SUBSTITUTE FOR ANY OF THE PLANT MATERIAL3. CONTRACTOR SHALL NOT SUBSTITUTE FOR ANY OF THE PLANT MATERIAL
BE THE RESPONSIBILITY OF THE CONTRACTOR.BE THE RESPONSIBILITY OF THE CONTRACTOR.
ADJOINING ROADWAYS WILL NEED TO BE A MINIMUM OF 24" HIGH AT TIMEADJOINING ROADWAYS WILL NEED TO BE A MINIMUM OF 24" HIGH AT TIME
8. ALL PLANTINGS USED TO SCREEN THE DRIVES AND PARKING AREAS FROM 8. ALL PLANTINGS USED TO SCREEN THE DRIVES AND PARKING AREAS FROM
7. THERE SHALL BE AT LEAST A 3 FT. SEPARATION BETWEEN LANDSCAPED 7. THERE SHALL BE AT LEAST A 3 FT. SEPARATION BETWEEN LANDSCAPED
AREAS AND PARKING AREAS TO ALLOW VEHICLE OVERHANG.AREAS AND PARKING AREAS TO ALLOW VEHICLE OVERHANG.
BOTH SIZE REQUIREMENTS MUST BE MET.BOTH SIZE REQUIREMENTS MUST BE MET.
MID-FEBRUARY AND ONCE MID-SEPTEMBER. MID-FEBRUARY AND ONCE MID-SEPTEMBER.
TREES/SHRUBS AND GRASSED AREASTREES/SHRUBS AND GRASSED AREAS
THOROUGH WATERING IS REQUIRED UPON COMPLETION.THOROUGH WATERING IS REQUIRED UPON COMPLETION.
BROADCAST A SLOW RELEASE FERTILIZER OVER THE MULCHED BEDSBROADCAST A SLOW RELEASE FERTILIZER OVER THE MULCHED BEDS
AT THE RECOMMENDED RATES AS SHOWN ON THE BAGS, ONCE AT THE RECOMMENDED RATES AS SHOWN ON THE BAGS, ONCE
THE VEGETATION TO INCLUDE BUT NOT BE LIMITED TO:THE VEGETATION TO INCLUDE BUT NOT BE LIMITED TO:
PLAN. THE OWNERS SHALL BE RESPONSIBLE FOR ANNUAL MAINTENANCE OFPLAN. THE OWNERS SHALL BE RESPONSIBLE FOR ANNUAL MAINTENANCE OF
SCHEDULE INCLUDED AS PART OF THE S&E PLANS..SCHEDULE INCLUDED AS PART OF THE S&E PLANS..
AT A 3"-4" DEPTH OR APPROVED EQUAL.AT A 3"-4" DEPTH OR APPROVED EQUAL.
OF INSTALLATION.OF INSTALLATION.
A. FERTILIZATIONA. FERTILIZATION
E. MOWINGE. MOWING
D. MULCHINGD. MULCHING
APPROPRIATE UTILITY AGENCY OR COMPANY.APPROPRIATE UTILITY AGENCY OR COMPANY.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND/OR2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND/OR
RELOCATION OF EXISTING UTILITIES IN COORDINATION WITH THERELOCATION OF EXISTING UTILITIES IN COORDINATION WITH THE
1. ALL LANDSCAPE MATERIAL MUST BE INSTALLED PRIOR TO FINAL 1. ALL LANDSCAPE MATERIAL MUST BE INSTALLED PRIOR TO FINAL
LANDSCAP
E NOTES
LANDSCAP
E NOTES
BUILDING INSPECTION. BUILDING INSPECTION.
11. ALL INTERIOR PLANTINGS SHALL BE CURBED OR OTHERWISE PHYSICALLY11. ALL INTERIOR PLANTINGS SHALL BE CURBED OR OTHERWISE PHYSICALLY
PROTECTED SUCH AS BY WHEEL STOPS. IF CURBING IS USED, CURBPROTECTED SUCH AS BY WHEEL STOPS. IF CURBING IS USED, CURB
OPENINGS SHALL BE INSTALLED TO ALLOW PASSAGE OF STORMWATER INTOOPENINGS SHALL BE INSTALLED TO ALLOW PASSAGE OF STORMWATER INTO
LANDSCAPED AREAS DESIGNED WITH DEPRESSED CONTOURS FOR INFILTRATION.LANDSCAPED AREAS DESIGNED WITH DEPRESSED CONTOURS FOR INFILTRATION.
NOT TO SCALENOT TO SCALE
GRAVEL DRIVEWAYGRAVEL DRIVEWAY
4x4 TREATED LUMBER EDGING4x4 TREATED LUMBER EDGING
GEOTEXTILE TURNED UPGEOTEXTILE TURNED UPAT SIDES OF BASEAT SIDES OF BASE
4" DEEP #57 STONE4" DEEP #57 STONE
COMPACTED SUBGRADECOMPACTED SUBGRADE
16' DRIVE ISLE16' DRIVE ISLE
For each open utility cut ofFor each open utility cut ofCity streets, a $325 permitCity streets, a $325 permitshall be required from theshall be required from the
City prior to occupancyCity prior to occupancyand/or project acceptance.and/or project acceptance.
COMPACTED SUBGRADECOMPACTED SUBGRADE
1-1/2", SF 9.5A ASPHALT1-1/2", SF 9.5A ASPHALT
6" ABC STONE BASE6" ABC STONE BASE
PARKING LOT & DRIVEWAYPARKING LOT & DRIVEWAY
PAVEMENT SECTIONPAVEMENT SECTION
NOT TO SCALENOT TO SCALE
EXPANSION JOINTS 20'-0" oc. MAXIMUMEXPANSION JOINTS 20'-0" oc. MAXIMUM
1/2" EXPANSION JOINT1/2" EXPANSION JOINT
AA
SEE SITE PLAN FOR CONTINUATIONSEE SITE PLAN FOR CONTINUATION
DUMMY JOINT( TYP.)DUMMY JOINT( TYP.)
SEE PLANS
SEE PLANS
AA
WIDTH VARIES
WIDTH VARIES
1/2" EXPANSION JOINT1/2" EXPANSION JOINT
SEE LAYOUT & SITE IMPROVEMENT PLAN FOR ALTERNATE SCORING PATTERNSEE LAYOUT & SITE IMPROVEMENT PLAN FOR ALTERNATE SCORING PATTERN
4 SPACES @ 5'-0" oc. OR AS DIRECTED OR SHOWN ON THE SITE PLAN4 SPACES @ 5'-0" oc. OR AS DIRECTED OR SHOWN ON THE SITE PLAN
XX
XXXX
WITH SEALANTWITH SEALANT
XX
1/2" EXPANSION JOINT1/2" EXPANSION JOINT
4" ROLLED GRAVEL BASE4" ROLLED GRAVEL BASE
SECTION A-ASECTION A-A
1"1"
XX
4"4"
1/4"1/4"
R=1/8"R=1/8"
N.T.S.N.T.S.
DUMMY JOINTDUMMY JOINT
4"4"
6" X 6" W1.2xW1.2 WWF6" X 6" W1.2xW1.2 WWF
DUMMY JOINTDUMMY JOINT
CONCRETE SIDEWALKCONCRETE SIDEWALK
NOT TO SCALENOT TO SCALE
8
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SEDIMENT FENCE CONSTRUCTION SPECIFICATIONSSEDIMENT FENCE CONSTRUCTION SPECIFICATIONS::
(1)(1) SILT FENCE IS TO BE TRENCHED IN WITH TRENCHING MACHINE IN ORDER TO HAVE THESILT FENCE IS TO BE TRENCHED IN WITH TRENCHING MACHINE IN ORDER TO HAVE THE
MINIMUM AREA OF DISTURBANCE (NON-EVASIVE) UPON INSTALLATION.MINIMUM AREA OF DISTURBANCE (NON-EVASIVE) UPON INSTALLATION.
(2)(2) HEIGHT OF SEDIMENT FENCE IS NOT TO EXCEED 18" ABOVE THE GROUND SURFACE.HEIGHT OF SEDIMENT FENCE IS NOT TO EXCEED 18" ABOVE THE GROUND SURFACE.
(3)(3) FILTER FABRIC TO BE CONSTRUCTED FROM CONTINUOUS ROLL CUT TO LENGTH TOFILTER FABRIC TO BE CONSTRUCTED FROM CONTINUOUS ROLL CUT TO LENGTH TO
AVOID JOINTS. IF JOINTS ARE NECESSARY, FILTER CLOTH IS TO BE SECURELYAVOID JOINTS. IF JOINTS ARE NECESSARY, FILTER CLOTH IS TO BE SECURELY
FASTENED TO SUPPORT POST WITH OVERLAP TO THE NEXT POST.FASTENED TO SUPPORT POST WITH OVERLAP TO THE NEXT POST.
(4)(4) FILTER FABRIC TO BE SUPPORTED BY WIRE MESH FASTENED SECURELY TO THEFILTER FABRIC TO BE SUPPORTED BY WIRE MESH FASTENED SECURELY TO THE
UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY STAPLES AT LEAST 1" LONG OR TIEUPSLOPE SIDE OF THE POSTS USING HEAVY DUTY STAPLES AT LEAST 1" LONG OR TIE
WIRES. EXTEND WIRE MESH SUPPORT TO THE BOTTOM OF THE TRENCH.WIRES. EXTEND WIRE MESH SUPPORT TO THE BOTTOM OF THE TRENCH.
(5)(5) A MAXIMUM OF 8' STAKE SPACING IS ALLOWED WHEN WIRE MESH SUPPORT FENCE ISA MAXIMUM OF 8' STAKE SPACING IS ALLOWED WHEN WIRE MESH SUPPORT FENCE IS
USED. SUPPORT POST SHOULD BE DRIVEN SECURELY INTO THE GROUND A DISTANCEUSED. SUPPORT POST SHOULD BE DRIVEN SECURELY INTO THE GROUND A DISTANCE
OF AT LEAST 18".OF AT LEAST 18".
(6)(6) EXTRA STRENGTH FILTER FABRIC WITH 6' POST SPACES DOES NOT REQUIRE WIREEXTRA STRENGTH FILTER FABRIC WITH 6' POST SPACES DOES NOT REQUIRE WIRE
MESH SUPPORT FENCE. STAPLE OR WIRE THE FILTER FABRIC DIRECTLY TO POSTS.MESH SUPPORT FENCE. STAPLE OR WIRE THE FILTER FABRIC DIRECTLY TO POSTS.
(7)(7) EXCAVATE A TRENCH APPROXIMATELY 4" WIDE AND 8" DEEP ALONG THE PROPOSEDEXCAVATE A TRENCH APPROXIMATELY 4" WIDE AND 8" DEEP ALONG THE PROPOSED
LINE OF POSTS AND UPSLOPE FROM THE BARRIER.LINE OF POSTS AND UPSLOPE FROM THE BARRIER.
(8)(8) BACKFILL TRENCH WITH COMPACT SOIL OR GRAVEL PLACED OVER THE FILTER FABRIC.BACKFILL TRENCH WITH COMPACT SOIL OR GRAVEL PLACED OVER THE FILTER FABRIC.
(9)(9) DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.
SEDIMENT FENCE MAINTENANCESEDIMENT FENCE MAINTENANCE::
(1)(1) INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL.INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL.
MAKE ANY REQUIRED REPAIRS IMMEDIATELYMAKE ANY REQUIRED REPAIRS IMMEDIATELY
..
(2)(2) SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOMESHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME
INEFFECTIVE, REPLACED IT PROMPTLY. REPLACE BURLAP EVERY 60 DAYS.INEFFECTIVE, REPLACED IT PROMPTLY. REPLACE BURLAP EVERY 60 DAYS.
(3)(3) REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGEREMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE
VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CAREVOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE
TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
(4)(4) REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THEREMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE
AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HASAREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS
BEEN PROPERLY STABILIZED.BEEN PROPERLY STABILIZED.
1
8
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SILT FENCE DETAILSILT FENCE DETAIL
NOT TO SCALENOT TO SCALE
50' MIN.50' MIN.
18' MIN.
18' MIN.
6" MIN.6" MIN.
ROADWAYROADWAY
ROADWAY
ROADWAY
50' MIN.50' MIN.
EXISTINGEXISTING
GROUNDGROUND
CONSTRUCTION ENTRANCE CONSTRUCTION SPECIFICATIONSCONSTRUCTION ENTRANCE CONSTRUCTION SPECIFICATIONS::
(1)(1) CLEAR THE ENTRANCE AND EXIST AREA OF ALL VEGETATION, ROOTS, AND OTHERCLEAR THE ENTRANCE AND EXIST AREA OF ALL VEGETATION, ROOTS, AND OTHER
OBJECTIONABLE MATERIALOBJECTIONABLE MATERIAL
(2)(2) PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE PLANS,PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE PLANS,
AND SMOOTH IT.AND SMOOTH IT.
(3)(3) PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLEPROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE
OUTLET.OUTLET.
(4)(4) TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET.TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET.
FILTER FABRIC OR COMPACTED CRUSHER RUN STONE MAY BE USED AS A BASE FORFILTER FABRIC OR COMPACTED CRUSHER RUN STONE MAY BE USED AS A BASE FOR
THE CONSTRUCTION ENTRANCE.THE CONSTRUCTION ENTRANCE.
(5)(5) THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKINGTHE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING
OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAYOR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY
REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS WARRANTREQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS WARRANT
AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ANYAND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ANY
SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BESEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE
REMOVED IMMEDIATELY.REMOVED IMMEDIATELY.
(6)(6) WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TOWHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO
ENTERING A PUBLIC STREET. WHEN WASHING IS REQUIRED, IT SHALL BE DONE IN ANENTERING A PUBLIC STREET. WHEN WASHING IS REQUIRED, IT SHALL BE DONE IN AN
AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENTAREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT
BASIN SOIL STABILIZATION FABRIC SHALL BE USED.BASIN SOIL STABILIZATION FABRIC SHALL BE USED.
(7)(7) NCDOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY TO ACCESS THENCDOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY TO ACCESS THE
CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THOROUGHFARE.CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THOROUGHFARE.
CONSTRUCTION ENTRANCE MAINTENANCECONSTRUCTION ENTRANCE MAINTENANCE::
(1)(1) MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROMMAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM
LEAVING THE CONSTRUCTION SITE. REDRESS THE SOP WITH 2" STONE AS NEEDED.LEAVING THE CONSTRUCTION SITE. REDRESS THE SOP WITH 2" STONE AS NEEDED.
(2)(2) AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT ANDAFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND
CLEAN IT OUT AS NECESSARY.CLEAN IT OUT AS NECESSARY.
(3)(3) IMMEDIATELY REMOVE AL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKEDIMMEDIATELY REMOVE AL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED
ONTO PUBLIC ROADWAYS.ONTO PUBLIC ROADWAYS.
CONSTRUCTION ENTRANCE DETAILCONSTRUCTION ENTRANCE DETAIL
NOT TO SCALENOT TO SCALE
Signed: ____________________________________Signed: ____________________________________
NORTH CAROLINANORTH CAROLINAILMINGTONILMINGTONWWCITY OFCITY OF
APPROVED PLAN - NO PERMIT REQUIREDAPPROVED PLAN - NO PERMIT REQUIRED
Public ServicesPublic Services Engineering DivisionEngineering Division
WILM. SIGHT DISTANCE TRIANGLESWILM. SIGHT DISTANCE TRIANGLES
NOT TO SCALENOT TO SCALE
PRELIMINARY DESIGNPRELIMINARY DESIGN
NOT FOR CONSTRUCTIONNOT FOR CONSTRUCTION
PRELIMINARY DESIGNPRELIMINARY DESIGN
NOT FOR CONSTRUCTIONNOT FOR CONSTRUCTION
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10/13/1710/13/17
Approved Construction PlanApproved Construction Plan Name Name DateDate
PlanningPlanning
TrafficTraffic
FireFire
NORTH CAROLINANORTH CAROLINAILMINGTONILMINGTONWWCITY OFCITY OF