for tidewater brewing company -...

PRELIMINARY DEVELOPMENT PLANSPRELIMINARY DEVELOPMENT PLANSforfor

TIDEWATER BREWING COMPANYTIDEWATER BREWING COMPANY

BUISNESS OWNER:BUISNESS 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 DETAILSSITE 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



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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


PROPERTY OWNER:PROPERTY OWNER:OSPRY LANDS, LLCOSPRY LANDS, LLCP.O. BOX 2277P.O. BOX 2277WILMINGTON, NC 28402WILMINGTON, NC 28402

SP-3SP-3

LANDSCAPE DETAILSLANDSCAPE DETAILS

SP-4SP-4

CIRCULATION PLANCIRCULATION PLAN

SP-5SP-5

UTILITY PLANUTILITY PLAN

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


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


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


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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T (6

6' R

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BUILDINGBUILDING(8,857 SF)(8,857 SF)

CONCRETECONCRETEPADPAD

(4,425 SF)(4,425 SF)

EX DRIVEWAYEX DRIVEWAYEX DRIVEWAYEX DRIVEWAY

EX D

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EWAY

EX D

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EX D

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GRAVELGRAVELLOTLOT

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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

gsgs

76.6176.61gsgs

76.4976.49gsgs

76.2376.23gsgs77.8477.84

gsgs80.0680.06gsgs

79.6179.61gsgs

78.2378.23gsgs

76.4276.42gsgs

80.7480.74top 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

BRIC

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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

" PIP

EEX

4" P

IPE

20'X70'20'X70'

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46'X46'46'X46'

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SIGHT T

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FIREFIREHYDRANTHYDRANT

EXIS

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IEW

ALK

EXIS

TIN

G S

IEW

ALK

EXIS

TIN

G S

IEW

ALK

EXIS

TIN

G S

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ALK

EXISTING SIDEWALKEXISTING SIDEWALKEXISTING SIDEWALKEXISTING SIDEWALK

EXISTING FLASHINGEXISTING FLASHINGSTOP LIGHTSTOP LIGHT

EXISTINGEXISTINGSTOP SIGNSTOP SIGN


N/F

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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



D.B. 5939, PG. 2078D.B. 5939, PG. 2078


ZONE: UMXZONE: UMXCLASS: RESIDENTIALCLASS: RESIDENTIAL

D.B. 5939, PG. 2078D.B. 5939, PG. 2078



D.B. 5939, PG. 2078D.B. 5939, PG. 2078



N/F

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D.B

. 593

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D.B. 5939, PG. 2078D.B. 5939, PG. 2078



D.B. 5939, PG. 2078D.B. 5939, PG. 2078

STREET LIHGTSTREET LIHGTCONTROL BOXCONTROL BOX

EXIS

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EXIS

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TO R

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GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS 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 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 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS8" SANITARY SEWER SERVICE8" SANITARY SEWER SERVICE

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8" WATER LINE8" WATER LINE

8" SANITARY SEWER SERVICE8" SANITARY SEWER SERVICEMAN HOLESMAN HOLES

SSSS

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ATER

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4" SEWER4" SEWERSERVICESSERVICES

W W W W W W W W W2" WATER2" WATERWATERWATER

METERMETER

BELLSOUTHBELLSOUTHVAULTVAULTMANMAN

HOLEHOLE

EX FDCEX FDCCONNECTIONCONNECTION

TO BETO BEREMOVEDREMOVED

SURVEY LINE TO BE REVIEWEDSURVEY LINE TO BE REVIEWEDAND RESERVEYED BY AAND RESERVEYED BY AREGISTERED SURVEYORREGISTERED SURVEYOR

SOIL

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EX. 6' CHAIN LINK FENCEEX. 6' CHAIN LINK FENCEWITH BARBED WIREWITH BARBED WIRE

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



--

1"=20'1"=20'

21 NOV 201721 NOV 2017

VICINITY MAP - NOT TO SCALEVICINITY MAP - NOT TO SCALEVICINITY MAP - NOT TO SCALEVICINITY MAP - NOT TO SCALE

NOTES:NOTES:






#1#1

S. LLOYDS. LLOYD

11/21/1711/21/17

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.






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 BLDG EX BLDG 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% (8,857 / 28,329 = 0.313 = 31.3%) (8,857 / 28,329 = 0.313 = 31.3%)MAX MAX HEIGHT:HEIGHT: 23'23'EX EX HEIGHT:HEIGHT: 1 Story (21.5')1 Story (21.5')

Signed: ____________________________________Signed: ____________________________________




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

°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'



( IN FEET )( IN FEET )

2020 00 1010 4040

1 inch = 20 ft.1 inch = 20 ft.

2020

GRAPHIC SCALEGRAPHIC SCALE



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


D.B. 5939, PG 2078D.B. 5939, PG 2078






PlanningPlanning

TrafficTraffic

FireFire


NNOO

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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)

62.50'62.50' 23.50'23.50'

24.0

0'24

.00'

30.1

8'30

.18'

REVISIONS FOR 2ND TRCREVISIONS FOR 2ND TRC

SUBMITTALSUBMITTAL

11



D.B. 5081, PG. 777D.B. 5081, PG. 777



D.B. 5490, PG. 597D.B. 5490, PG. 597


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EXISTINGEXISTINGCONCRETECONCRETE

PADPAD


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6' WOOD6' WOODPRIVACY FENCEPRIVACY FENCE

7.0'7.0'6.5'6.5'


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


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


75.8075.80

79.5079.50

75.3875.38

79.5079.50

CO

OLE

RC

OO

LER

WO

MEN

SW

OM

ENS

RES

TRO

OM

RES

TRO

OM

MEN

SM

ENS

RES

TRO

OM

RES

TRO

OM

STO

RAG

EST

OR

AGE

OFF

ICE

ABO

VEO

FFIC

E AB

OVE

LAB

LAB

LOC

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LOC

KER

RO

OM

RO

OM

MAI

N B

ARM

AIN

BAR

BOIL

ERBO

ILER

RO

OM

RO

OM

(87

sf)

(87

sf)

OUTDOOROUTDOORBARBARGRAINGRAIN

SILOESSILOES(Height: 23' 7")(Height: 23' 7")

DR

AIN

DR

AIN

HVA

CH

VAC

(60

sf)

(60

sf)

CABANACABANA

ROLL UPROLL UPDOORDOOR

RO

LL U

PR

OLL

UP

DO

OR

DO

OR

LOADINGLOADINGDOCKDOCK(269 sf)(269 sf)

TAST

ING

RO

OM

TAST

ING

RO

OM

ENTR

ANC

EEN

TRAN

CE

EX R

ETAI

NIN

G W

ALL

EX R

ETAI

NIN

G W

ALL


WOODEN FENCEWOODEN FENCETO SCREEN HVACTO SCREEN HVAC

BREWERYBREWERYENTRANCEENTRANCE

BIKE RAC

KBIKE R

ACK

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



79.5279.52

FOO

D TR

UC

K PARKIN

GFO

OD

TRU

CK PAR

KING

20'X70'20'X70'

SIGH

T TR

IANG

LE

SIGH

T TR

IANG

LE

4

6

'X

4

6

'

4

6

'X

4

6

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S

I

G

H

T

T

R

I

A

N

G

L

E

S

I

G

H

T

T

R

I

A

N

G

L

E

20'X70'20'X70'

SIGHT T

RIANGLE

SIGHT T

RIANGLE

2

0

'

X

7

0

'

2

0

'

X

7

0

'

S

I

G

H

T

T

R

I

A

N

G

L

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S

I

G

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T

T

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I

A

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G

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2

0

'

X

7

0

'

2

0

'

X

7

0

'

S

I

G

H

T

T

R

I

A

N

G

L

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S

I

G

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T

T

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A

N

G

L

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2

0

'

X

7

0

'

2

0

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7

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S

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T

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I

A

N

G

L

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S

I

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T

T

R

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A

N

G

L

E

46'X46'46'X46'

SIGHT T

RIANGLE

SIGHT T

RIANGLE


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





SILT FENCE INSTALLED WITHINSILT FENCE INSTALLED WITHINEXISTING CHAIN LINK FENCEEXISTING CHAIN LINK FENCE

EX 6' CHAIN LINK FENCEEX 6' CHAIN LINK FENCE(OWNED BY NEIGHBOR)(OWNED BY NEIGHBOR)

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

UST

RIA

LC

LASS

: IN

DU

STR

IAL

D.B

. 593

9, P

G. 2

078

D.B

. 593

9, P

G. 2

078





D.B. 5939, PG. 2078D.B. 5939, PG. 2078



D.B. 5939, PG. 2078D.B. 5939, PG. 2078



D.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

OM

MER

CIA

LC

LASS

: CO

MM

ERC

IAL

D.B

. 593

9, P

G. 2

078

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


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


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



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




METERMETER


HOLEHOLE




LOADINGLOADING

SERVIC

E WIN

DO

WSER

VICE W

IND

OW

ONE WAY SIGNONE WAY SIGN

SHIF

TED

SHIF

TED

DR

IVEW

AY D

RIV

EWAY

(EN

TRY

ON

LY)

(EN

TRY

ON

LY)

DITCH TO PREVENT SEDIMENT ANDDITCH TO PREVENT SEDIMENT ANDSTORMWATER FROM FLOWING OFF-SITESTORMWATER FROM FLOWING OFF-SITE

HANDICAPPEDHANDICAPPEDPARKING SIGNPARKING SIGN

EX. 6' CHAIN LINK FENCEEX. 6' CHAIN LINK FENCE(OWNED BY NEIGHBOR)(OWNED BY NEIGHBOR)

6' WOOD PRIVACY FENCE6' WOOD PRIVACY FENCEWITH SWINGING GATEWITH SWINGING GATE10' FROM PROPERTY LINE10' FROM PROPERTY LINE

SILT FENCE INSTALLED WITHINSILT FENCE INSTALLED WITHINEXISTING CHAIN LINK FENCEEXISTING CHAIN LINK FENCE


6' W

OO

D6'

WO

OD

PRIV

ACY

FEN

CE

PRIV

ACY

FEN

CE

SILT

FEN

CE

SILT

FEN

CE

SLID

ING

GAT

ESL

IDIN

G G

ATE

SLID

ING

GAT

ESL

IDIN

G G

ATE


PADPAD

VANVANACCESSIBLEACCESSIBLE

SIGNAL POLESIGNAL POLE

and CONTROLand CONTROL

BOXBOX

GUYGUY

WIREWIRE

GUYGUY

WIREWIRE

R/WR/W

R

/

W

R

/

W


MARKETMARKETSTREETSTREET

N 1

0TH

N 1

0TH

STR

EET

STR

EET

S 10

THS

10TH

STR

EET

STR

EET

11

11

11

11

11

11

11

11

11

11

11

11

11

11

11

11

11

11

11

6" CURB6" CURB

REVISIONSREVISIONS

##




CHECK :CHECK :

DRAWN :DRAWN :

DESIGN :DESIGN :

PROJECTPROJECT

NUMBER :NUMBER :

SCALE :SCALE :

DATE :DATE :

REV.REV.


LEGEND:LEGEND:

DATEDATE

REV.BYREV.BY

960-26960-26 SP-1SP-1


SITE PLANSITE PLANINCL. LANDSCAPEINCL. LANDSCAPE

S. LloydS. Lloyd




--

1"=20'1"=20'

21 NOV 201721 NOV 2017


NOTES:NOTES:








2020 00 1010 4040


2020


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.






NEW DRIVEWAYNEW DRIVEWAYINSTALLED BYINSTALLED BYCITY OF WILMINGTONCITY OF WILMINGTON

(5) STREET TREES:(5) STREET TREES:YAUPON HOLLYYAUPON HOLLY

(4) STREET TREES:(4) STREET TREES:YAUPON HOLLYYAUPON HOLLY

99 YAUPON HOLLYYAUPON HOLLY ILEX VOMITORIAILEX VOMITORIA B&B (8-10')B&B (8-10')QTYQTY COMMON NAMECOMMON NAME SCIENTIFIC NAMESCIENTIFIC NAME SIZESIZE

PLANT SCHEDULEPLANT SCHEDULE



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: ____________________________________






R81.39'R81.39'

R55.56'R55.56'

7.00

'7.

00'



D.B. 5939, PG. 2078D.B. 5939, PG. 2078



D.B. 5939, PG 2078D.B. 5939, PG 2078

RADII PER AASHTORADII PER AASHTOTURNING RADIUSTURNING RADIUS

OF 55' TRUCKOF 55' TRUCK





43.5

0'43

.50'


PlanningPlanning

TrafficTraffic

FireFire


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

10/13/1710/13/17EX. STREET TREEEX. STREET TREE

TO REMAINTO REMAINELM (5" DBH)ELM (5" DBH)

EX. STREET TREEEX. STREET TREETO REMAINTO REMAIN

ELM (5" DBH)ELM (5" DBH)



Note: All proposed vegetation within sight triangles shallNote: All proposed vegetation within sight triangles shallnot interfere with clear visual sight lines from 30"-10'not interfere with clear visual sight lines from 30"-10'

7.00

'7.

00' 8.00'8.00' 16.62'16.62'

24.0

0'24

.00'

18.0

0'18

.00'

SEE MARKETSEE MARKETSTREET DETAILSTREET DETAIL

MARKET STREET INTERSECTIONMARKET STREET INTERSECTION1" = 20'1" = 20'

SEESEESITE PLANSITE PLAN

EXTENDED CURB TO ENCLOSEEXTENDED CURB TO ENCLOSEEXISTING DRIVEWAYEXISTING DRIVEWAY

SIDEWALK ACCESS RAMPSIDEWALK ACCESS RAMP(SEE DETAIL)(SEE DETAIL)

SIDEWALK ACCESS RAMPSIDEWALK ACCESS RAMPNTSNTS

8'8'

1" LIP1" LIP TOP OFTOP OFCURBCURB

GUTTERGUTTER

SIDEWALKSIDEWALK

7.1% SLOPE UP7.1% SLOPE UPTO SIDEWALKTO SIDEWALK

16'16'20

'20

'23

'23

'

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 BLDG EX BLDG USE:USE: IndustrialIndustrialPARCEL 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% (8,857 / 28,329 = 0.313 = 31.3%) (8,857 / 28,329 = 0.313 = 31.3%)MAX MAX HEIGHT:HEIGHT: 23'23'EX EX HEIGHT:HEIGHT: 1 Story (21.5')1 Story (21.5')

EX WATER EX WATER CAPACITYCAPACITY 0 GPD0 GPDEX SEWER EX SEWER CAPACITYCAPACITY 0 GPD0 GPDPRO WATER PRO WATER CAPACITYCAPACITY 2,680 GPD2,680 GPDPRO SEWR PRO SEWR 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 NONENONEREQ REQ PARKINGPARKING 1 HC SPACE1 HC SPACEPRO PRO PARKINGPARKING 1 HC SPACE1 HC SPACEBIKE BIKE PARKINGPARKING 9 BIKES9 BIKES

EXISTING 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%

PROPOSED IMPERVIOUSPROPOSED IMPERVIOUS EX EX BUILDINGBUILDING 8,857 SF 8,857 SF EX EX XIDEWALKXIDEWALK 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 SF 13,338 SF PERCENTAGEPERCENTAGE 47.1% 47.1%

WASTE TO BE DISPOSED OF IN INDIVIDUALWASTE TO BE DISPOSED OF IN INDIVIDUALCART BINSCART BINS

NO PARKING SIGNNO PARKING SIGN

NO PARKING SIGNNO PARKING SIGN(SEE DETAIL)(SEE DETAIL)

2'2'

Notes:Notes: 1) Grade of ramp from 1" above the gutter at the face of curb up to the sidewalk will be 7.1% 1) Grade of ramp from 1" above the gutter at the face of curb up to the sidewalk will be 7.1% 2) No Parking Sign shall be located at least 2' from the vertical face of curb 2) No Parking Sign shall be located at least 2' from the vertical face of curb 3) Ramp shall be painted with diagonal striping to signify no parking. 3) Ramp shall be painted with diagonal striping to signify no parking.

ALT. LOCATION OFALT. LOCATION OFNO PARKING SIGNNO PARKING SIGN

#1#1

S. LLOYDS. LLOYD

11/21/1711/21/17


SUBMITTALSUBMITTAL

REVISIONSREVISIONS

##




CHECK :CHECK :

DRAWN :DRAWN :

DESIGN :DESIGN :

PROJECTPROJECT

NUMBER :NUMBER :

SCALE :SCALE :

DATE :DATE :

REV.REV.


LEGEND:LEGEND:

DATEDATE

REV.BYREV.BY

960-26960-26 SP-2SP-2


DETAILSDETAILS

S. LloydS. Lloyd




--

1"=20'1"=20'

21 NOV 201721 NOV 2017


NOTES:NOTES:







#1#1

S. LLOYDS. LLOYD

11/21/1711/21/17

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.









GRAVEL DRIVEWAYGRAVEL DRIVEWAY

4x4 TREATED LUMBER EDGING4x4 TREATED LUMBER EDGINGOR RAILROAD TIEOR RAILROAD TIE

8 OZ GEOFABRIC TURNED UP8 OZ GEOFABRIC TURNED UPAT SIDES OF BASEAT SIDES OF BASE

4" DEEP 4" DEEP WASHEDWASHED #57 STONE #57 STONEOR CRUSHED CONCRETEOR CRUSHED CONCRETE

COMPACTED SUBGRADECOMPACTED SUBGRADE

16' MIN. DRIVE ISLE16' MIN. DRIVE ISLE



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


8

"

8

"

8

'

M

A

X

I

M

U

M

8

'

M

A

X

I

M

U

M

S

T

E

E

L

P

O

S

T

S

T

E

E

L

P

O

S

T

S

Y

N

T

H

E

T

I

C

F

I

L

T

E

R

F

A

B

R

I

C

S

Y

N

T

H

E

T

I

C

F

I

L

T

E

R

F

A

B

R

I

C

M

I

N

.

M

I

N

.

6

"

6

"

D

I

R

E

C

T

I

O

N

O

F

R

U

N

O

F

F

D

I

R

E

C

T

I

O

N

O

F

R

U

N

O

F

F

B

A

C

K

F

I

L

L

A

N

D

C

O

M

P

A

C

T

B

A

C

K

F

I

L

L

A

N

D

C

O

M

P

A

C

T

O

V

E

R

F

I

L

T

E

R

F

A

B

R

I

C

O

V

E

R

F

I

L

T

E

R

F

A

B

R

I

C

2

'

-

0

"

2

'

-

0

"

M

I

N

.

M

I

N

.

W

I

R

E

F

E

N

C

I

N

G

W

I

R

E

F

E

N

C

I

N

G

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

"

M

I

N

1

8

"

M

I

N

SILT FENCE DETAILSILT FENCE DETAIL


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


Signed: ____________________________________Signed: ____________________________________




WILM. SIGHT DISTANCE TRIANGLESWILM. SIGHT DISTANCE TRIANGLES






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18'-0" (TYP ON

ALL STALLS18'-0" (TYP O

N ALL STALLS

VAN ACCESS ANDVAN ACCESS AND

PARKING STALL DETAILPARKING STALL DETAIL


9'-0"9'-0"(TYP, H.C. STALLS)(TYP, H.C. STALLS)

9'-0"9'-0"(TYP, STALL)(TYP, STALL)

NOTE:NOTE:

ALL STRIPING TO BE 2 UNIFORM COATS OF 4" WIDEALL STRIPING TO BE 2 UNIFORM COATS OF 4" WIDE

WHITE PAINT STRIPS APPLIED TO A CLEAN DRYWHITE PAINT STRIPS APPLIED TO A CLEAN DRY

BITUMINOUS CONCRETE SURFACE AND TOBITUMINOUS CONCRETE SURFACE AND TO

COMPLETELY CONCEAL THE PAVEMENT. PAINT TOCOMPLETELY CONCEAL THE PAVEMENT. PAINT TO

CONFORM TO FEDERAL SPECIFICATION TT-P-115-E.CONFORM TO FEDERAL SPECIFICATION TT-P-115-E.

EDGE OF PAVEMENTEDGE OF PAVEMENT

EDGE OF SIDEWALKEDGE OF SIDEWALK

8'-0"8'-0"(TYP, H.C. STALLS)(TYP, H.C. STALLS)

9'-0"9'-0"(TYP, STALLS)(TYP, STALLS)

BACK OF CURB

BACK OF CURB

9"9"

6'-0"6'-0"(CENTERED)(CENTERED)

WHEEL STOPWHEEL STOP

5' SIDEWALK5' SIDEWALK

WHEEL STOPWHEEL STOP

NOTE:NOTE:

ALL SIGNAGE AND PAVEMENT MARKINGS MUSTALL SIGNAGE AND PAVEMENT MARKINGS MUST

COMPLY WITH THE MANUAL FOR UNIFORMCOMPLY WITH THE MANUAL FOR UNIFORM

TRAFFIC CONTROL DEVICES (MUTCD)TRAFFIC CONTROL DEVICES (MUTCD)

SIGN R7-6SIGN R7-6

12"12"

MAY BE USED IN PLACE OF SIGNSMAY BE USED IN PLACE OF SIGNS

SIGN R7-8ESIGN R7-8E

R7-8/R7-8DR7-8/R7-8D

GS 20-37.6GS 20-37.6$250$250

PENALTYPENALTY

MAXIMUMMAXIMUM

RESERVEDRESERVED

PARKINGPARKING

26"26"

VANVAN

ACCESSIBLEACCESSIBLE

SIGN R7-8DSIGN R7-8D

$250$250

GS 20-37.6GS 20-37.6

12"12"

MAXIMUMMAXIMUM

PENALTYPENALTY

9"9"

12"12"

RESERVEDRESERVED

PARKINGPARKING

SIGN R7-8SIGN R7-8

12"12"

GS 20-37.6GS 20-37.6

PARKINGPARKING

RESERVEDRESERVED

18"18"

12"12"

HANDICAPPED SIGN DETAILHANDICAPPED SIGN DETAIL


12"12"

18"18"


SUBMITTALSUBMITTAL

11

11

REVISIONSREVISIONS

##




CHECK :CHECK :

DRAWN :DRAWN :

DESIGN :DESIGN :

PROJECTPROJECT

NUMBER :NUMBER :

SCALE :SCALE :

DATE :DATE :

REV.REV.


LEGEND:LEGEND:

DATEDATE

REV.BYREV.BY

960-26960-26 SP-3SP-3


DETAILSDETAILS

S. LloydS. Lloyd




--

1"=20'1"=20'

21 NOV 201721 NOV 2017


NOTES:NOTES:







#1#1

S. LLOYDS. LLOYD

11/21/1711/21/17

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.








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.



Signed: ____________________________________Signed: ____________________________________








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SUBMITTALSUBMITTAL

11


N 1

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(66'

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90°90°

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PATH O

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PATH O

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ForwardForward

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DR

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(EN

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ON

LY)

(EN

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PADPAD


N 1

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(66'

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)


PADPAD

EX D

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EX D

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(87

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(87

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HVA

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(60

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(60

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CABANACABANA

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EX R

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PADPAD


6' 4"6' 4"

4' 5"4' 5"

10'10'

2' 9"2' 9"

REVISIONSREVISIONS

##




CHECK :CHECK :

DRAWN :DRAWN :

DESIGN :DESIGN :

PROJECTPROJECT

NUMBER :NUMBER :

SCALE :SCALE :

DATE :DATE :

REV.REV.


LEGEND:LEGEND:

DATEDATE

REV.BYREV.BY

960-26960-26 SP-4SP-4


CIRCULATIONCIRCULATIONPLANSPLANS

S. LloydS. Lloyd




--

1"=20'1"=20'

21 NOV 201721 NOV 2017


NOTES:NOTES:







#1#1

S. LLOYDS. LLOYD

11/21/1711/21/17


2020 00 1010 4040


2020


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.






NEW DRIVEWAYNEW DRIVEWAYINSTALLED BYINSTALLED BYCITY OF WILMINGTONCITY OF WILMINGTON



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'

R81.39'R81.39'

R55.56'R55.56'

7.00

'7.

00'







43.5

0'43

.50'

NNOO

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II NN

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10/13/1710/13/17

7.00

'7.

00' 16.62'16.62'

24.0

0'24

.00'

18.0

0'18

.00'

16.26'16.26'

10.0

0'10

.00'

6.00'6.00'

8.16'8.16'

12.3

2'12

.32'

16.00'16.00'

21.05'21.05'

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'

R81.39'R81.39'

R55.56'R55.56'



24.0

0'24

.00'

24.0

0'24

.00'

PER AASHTO STANDARDSPER AASHTO STANDARDS1" = 20'1" = 20'

55' SEMI TRUCK CIRCULATION55' SEMI TRUCK CIRCULATION

PER AASHTO STANDARDSPER AASHTO STANDARDS1" = 20'1" = 20'

25' FOOD TRUCK CIRCULATION25' FOOD TRUCK CIRCULATION

16.26'16.26'

10.0

0'10

.00'

6.00'6.00'

8.16'8.16'

12.3

2'12

.32'

16.00'16.00'

21.05'21.05'

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'

R81.39'R81.39'

R55.56'R55.56'



24.0

0'24

.00'

1" = 20'1" = 20'ACCESSIBLE VAN CIRCULATIONACCESSIBLE VAN CIRCULATION


SUBMITTALSUBMITTAL

Signed: ____________________________________Signed: ____________________________________



Public ServicesPublic Services Engineering DivisionEngineering DivisionFor 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



PlanningPlanning

TrafficTraffic

FireFire


1111

11



D.B. 5081, PG. 777D.B. 5081, PG. 777



D.B. 5490, PG. 597D.B. 5490, PG. 597


N 1

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6' R

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PADPAD


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EX D

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7.0'7.0'6.5'6.5'




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D.B

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D.B

. 593

9, P

G. 2

078





D.B. 5939, PG. 2078D.B. 5939, PG. 2078



D.B. 5939, PG. 2078D.B. 5939, PG. 2078



D.B. 5939, PG. 2078D.B. 5939, PG. 2078



N/F

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N/F

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D.B

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D.B

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N/F OSPREY LANDS LLCPIN: R04818-016-010-000

ZONE: UMXCLASS: COMMERCIAL

D.B. 5939, PG. 2078


TO R

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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


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

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HOLEHOLE




LOADINGLOADING

SERVIC

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DO

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IND

OW

SHIF

TED

SHIF

TED

DR

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AY D

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(EN

TRY

ON

LY)

(EN

TRY

ON

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6' W

OO

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WO

OD

PRIV

ACY

FEN

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PRIV

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SLID

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GAT

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G G

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SLID

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IDIN

G G

ATE


PADPAD


REVISIONSREVISIONS

##




CHECK :CHECK :

DRAWN :DRAWN :

DESIGN :DESIGN :

PROJECTPROJECT

NUMBER :NUMBER :

SCALE :SCALE :

DATE :DATE :

REV.REV.


LEGEND:LEGEND:

DATEDATE

REV.BYREV.BY

960-26960-26 SP-5SP-5


UTILITY PLANUTILITY PLAN

S. LloydS. Lloyd




--

1"=20'1"=20'

21 NOV 201721 NOV 2017


NOTES:NOTES:








2020 00 1010 4040


2020


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.








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'

Signed: ____________________________________Signed: ____________________________________








D.B. 5939, PG. 2078D.B. 5939, PG. 2078



D.B. 5939, PG 2078D.B. 5939, PG 2078






PlanningPlanning

TrafficTraffic

FireFire


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



16.62'16.62'

SEE MARKETSEE MARKETSTREET DETAILSTREET DETAIL

EXISTING 1.5" WATEREXISTING 1.5" WATER METER TO REMAIN METER TO REMAIN

EXISTING 5/8" WATER METEREXISTING 5/8" WATER METERTO REMAIN AS IRRIGATIONTO REMAIN AS IRRIGATIONSERVICESERVICE

3/4" BACKFLOW PREVENTOR3/4" BACKFLOW PREVENTOR

1.5" BACKFLOW PREVENTOR1.5" BACKFLOW PREVENTOR

ABANDONABANDONSEWERSEWER

SERVICESERVICE

EXTENDED CURB TO ENCLOSEEXTENDED CURB TO ENCLOSEEXISTING DRIVEWAYEXISTING DRIVEWAY

SIDEWALK ACCESS RAMPSIDEWALK ACCESS RAMP(SEE DETAIL)(SEE DETAIL)

#1#1

S. LLOYDS. LLOYD

11/21/1711/21/17


SUBMITTALSUBMITTAL

for tidewater brewing company -...

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