30'

CEDAR10CEDAR11

MIMOSA9

MIMOSA15

OAK14OAK10OAK10

OAK18

OAK10

OAK12

OAK14

OAK14

OAK23

OAK12

OAK18

OAK20

OAK20

OAK20

OAK26

OAK31

OAK28

OAK21

OAK25OAK18

OAK29

OAK28

OAK20OAK28

OAK32

OAK15

OAK27

OAK13

PINE18PINE19PINE21

PINE17

PINE22

PINE20

PINE28

PINE32TREE10

TREE26

GUM10

GUM10

GUM10

OAK10

OAK10

OAK11PINE13

PINE13PINE16

R04912-004-002-000GARRIS DAVID H HRS

10"

PVC

8" PVCCB

RIM=35.01INV(W)=32.52INV(E)=32.50

CBRIM=34.70

INV(W)=32.36

DMHRIM=35.27

INV(W)=32.26INV(E)=32.26INV(S)=32.24

CBRIM=35.50INV(W)=31.80INV(E)=31.80

CBRIM=35.41

INV(W)=31.71

DMHRIM=35.95

INV(N)=31.47INV(W)=?

INV(E)=31.60INV(S)=31.37

DMHRIM=36.79INV(N)=31.66INV(W)=31.76INV(S)=31.35

18"

RC

P

36" RCP30" RCP

18"

RC

P

18"

RC

P15

" R

CP

24" RCP

12" R

CP

18" RCP

12" R

CP15

" R

CP

EX. 8" DIP WATER MAIN

EX

. 24"

WA

TER

MA

IN

10"

PVC

10"

PVC

8" DIP

8" DIP

SMHRIM=35.06

INV(W)=30.51INV(E)=30.43

6" PVC

6" PVCDMH

RIM=36.28SUMP=31.30

INV(W)=31.89

LT PROPERTIES ANDINVESTMENTS, LLCR05013-008-064-000

DB 6123, PG 951ZONING: RB

USE: VACANT

NEW HANOVER COUNTYALCOHOL BOARD

R04912-004-003-00DB 5070, PG 746

ZONING: RBUSE: ABC STORE

36"

RC

P36

" RCP

3737 37

37

37

37

37 37

37

37

37

36

36

3636

3636 36

36

36

36

36

36

3636

3636

3636

36

36

36

36

35

35

3535

35

35

35

35 35

35

34

34

34

IPF IPF IPF

IPFIPF

IRSIRS

IRS

IRS

IRS

NEW HANOVER COUNTY(GOVERNMENT CENTER)

R05013-008-043-002LOT 6 - MB 28, PG 31

DB 3392, PG 655

SMITH CREEK STATION, LLCR05009-006-007-000

OUTPARCEL #4BDETENTION POND SITE

MB 40, PG 90DB 5534, PG 1835

ZONING: RBUSE: DETENTION POND

IPF

(60' ACCESS ESMT. - M.B. 39, PG. 257)

(60' PROPOSED PUBLIC ROW)

(VA

RIA

BLE

WID

TH -

PUBL

IC R

OW

)

IPF

WO

OD

FE

NC

EIRS

IRF

PROPOSED 10' G.U.E.

30' UTILITY & DRAINAGE ESMT.DB 1262, PG 1615 & DB 1804,

PG 547, DB 2707, PG 174MB 39, PG 257

END OF 60' ACCESS EASEMENT(MB 39, PG 257)

NOTE: GARRIS ROAD AS SHOWN PER DEDICATION MAPSCURRENTLY UNDER CITY OF WILMINGTON REVIEW

PROPOSED 10' G.U.E.

10' VEGETATION BUFFERNO VEHICULAR TRAFFIC

ACROSS STRIP[(MB 39, PG 257)

10CHERRY

MAPLE 12

CHERRY

PINE17

20'

DR

AIN

AG

E E

ASE

ME

NT

CLOS PROPERTIES LLCR05009-006-006-000

DB 5613, PG 2611ZONING: RB

USE: CAR DEALERSHIP

PROPOSED

15' G.U.E.

GARRIS ROAD STORAGEHOLDING I, LLC

R04916-004-002-000DB 6112, PG 579

ZONING: RBUSE: VACANT

83.88'

143.97'

S 76°48'52" W

689.17'N 13°01'01" W

155.

75'

S 81°26'45" E

547.60'

S 12°56'14" E 631.48' TOTAL

N 13°01'01" W 521.23' (TIE)

N 88°37'30" E

30.6

3' (T

IE)

DMHRIM=35.81

INV(N)=31.85INV(W)=31.98

INV(S)=31.57

PELICAN COMPANIES INCR04912-003-013-000

DB 2129, PG 0223ZONING: RB

USE: BUILDING SUPPLY

BETHEL UNITED HOLY CHURCH INCR04912-003-014-000

DB 2681, PG 0433ZONING: RB

USE: CHURCH

J & J PORTER PROPERTIES LLCR05009-004-007-000

DB 3151, PG 0463ZONING: RB

USE: CAR DEALERSHIP

STR

EETY

ARD

STREETYARD

ASPHALTPARKINGAREA

15'

EX. BUILDING

MAPLE 12

13'

15"

RC

P

10'

30' UTILITY & DRAINAGE ESMT.DB 1262, PG 1615 & DB 1804, PG 547 MB 39, PG 257

SAWCUT AND REMOVE EX. C&GINSTALL COW STANDARD DRIVEWAY APRON

(SEE DETAIL)

24'

MATCH EX. ASPHALT±34.95

EX. BILLBOARD TOBE REMOVED

CONTRACTOR TOCOORDINATE WITH

APPROPRIATE UTILITYPROVIDER FOR THE

RELOCATION OF THE EX.PHONE PEDESTAL

MATCH EX. ASPHALT±35.25

13'

EX. 5' SIDEWALK

EXTEND CURB TO RAMP

225 sf

218 sf 222 sf

5' C

OW

STA

ND

ARD

SID

EWAL

K

28' EASMENTDB 1262, PG 1615 &

DB 1804, PG 547MATCH EX. SIDEWALK

±35.35

20' X 70' SIGHTTRIANGLE (TYP)

35.45

CONTRACTOR TO COORDINATEWITH COW RIGHT OF WAY

INSPECTOR FOR CONSTRUCTIONOF COW ADA RAMP.

C-11

SITE

, GR

AD

ING

, DR

AIN

AG

E,

& T

RE

E P

RO

TEC

TIO

N P

LAN

1" = 40'

OF 2

REVISIONS

PROJECT NUMBER:

DRAWING NUMBER:

CHECKED:

APPROVED:

DRAWN:

DATE:

SCALE:

SHEET SIZE:

CLIENT INFORMATION:

VICINITY MAP (NOT TO SCALE):

2017-018

9/5/2018

24 X 36

CDC

JAE

CDC

CLOS PROPERTIES, LLCA.J. ALIAH20 EASTWOOD ROADWILMINGTON, NC 28403(910) 332-3500

PRELIMIN

ARY

DO NOT U

SE FOR

CONSTRUCTION

EASTWOOD RD

MARKET ST

RACINE DR

74

MARKET ST

FULLE

R D

R

HUNTERS TRL

SITE

SITE DATAPARCEL ID: R05009-006-007-000

ZONING: RB-REGIONAL BUSINESS

CAMA LAND USE CLASSIFICATION: URBAN

PROJECT ADDRESS 5 GARRIS RD. WILMINGTON, NC 28403

CURRENT OWNERS: CLOS PROPERTIES LLC1 CHESTERFIELD COURTGREENSBORO, NC 27410

TOTAL ACREAGE IN PROJECT BOUNDARY 95,463 S.F. (±2.19 AC.)

TOTAL DISTURBED AREA: ±0.56 AC.

EXISTING ONSITE IMPERVIOUS AREAS:SITE IS VACANT

PROPOSED ON-SITE IMPERVIOUS AREAS:ASPHALT PARKING 7,616 S.F. (8.0%)

PROPOSED OFF-SITE IMPERVIOUS AREAS:CONCRETE DRIVE APRON 510 S.F.CONCRETE SIDEWALK 892 S.F.TOTAL: 1,402 S.F.

PARKING PROVIDED= 25 SPACES

BICYCLE PARKING REQUIRED: (MIN. 5 PER 25-125 VEHICLE SPACES)REQUIRED: 5 SPACESPROVIDED: 5 SPACES

STREETYARD (OLD EASTWOOD RD: (MULTIPLIER: 18' MAX: 27' MIN: 9')REQUIRED: 2,803.5 S.F (155.75' X 18)PROVIDED: 2,810 S.F.

STREETYARD (GARRIS RD: (MULTIPLIER: 9' MAX: 13.5' MIN: 4.5')REQUIRED: 5,978 S.F ((689.17'-25') X 9)PROVIDED: 5,989 S.F.

DEVELOPMENT NOTES:1. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH CITY OF WILMINGTON ZONING ORDINANCE.2. PROJECT SHALL COMPLY WITH ALL FEDERAL, STATE & CITY OF WILMINGTON REGULATIONS.3. NO WETLANDS EXIST ON SITE.4. PROPERTY IS NOT LOCATED WITHIN A 100-YEAR FLOOD ZONE AS INDICATED BY THE FEMA FLOOD

INSURANCE RATE MAP, 3720314800J COMMUNITY-PANEL NUMBER 3148, DATED 04/03/065. EXISTING SURVEY INFORMATION PROVIDED BY CHRISTOPHER JAMES GAGNE, PLS L-47006. SOLID WASTE DISPOSAL BY COW CURBSIDE CARTS.

PROPERTY LINE

EASEMENT

CENTER LINE

EXISTING WATERLINE

EXISTING SANITARY SEWER LINE

LIMITS OF DISTURBANCE

RUNOFF FLOW DIRECTION

SPOT ELEVATION

TREE PROTECTION FENCE

BIKE RACK (5 SPACES EACH)

LEGEND

25.5

Approved Construction Plan

Name Date

Planning

Public Utilities

Traffic

Fire

GENERAL TRAFFIC NOTES:1. ALL TRAFFIC CONTROL SIGNS AND PAVEMENT MARKINGS OFF THE R/W TO BE MAINTAINED BY THE PROPERTY OWNER IN ACCORDANCE WITH MUTCD

STANDARDS.2. ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS -OF-WAY AND FOR DRIVEWAYS ARE TO BE THERMOPLASTIC AND MEET CITY AND/OR NCDOT STANDARDS.

[DETAIL SD 15-13 & SD 11-3 COFW TECH STDS]3. ALL SIGNS AND PAVEMENT MARKINGS OFF RIGHT OF WAY ARE TO MEET/BE MAINTAINED TO MUTCD (MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES) STANDARDS.

[DETAIL SD 15-13 & SD 11-3 COFW TECH STDS]4. A UTILITY CUT PERMIT IS REQUIRED FOR EACH OPEN CUT OF A CITY STREET. NOTE THIS ON THE PLAN AND CONTACT 341 -5888 FOR MORE DETAILS. IN CERTAIN CASES

AN ENTIRE RESURFACING OF THE AREA BEING OPEN CUT MAY BE REQUIRED.5. ANY BROKEN OR MISSING SIDEWALK PANELS, DRIVEWAY PANELS AND CURBING WILL BE REPLACED.6. CONTACT TRAFFIC ENGINEERING AT 341 -7888 FORTY-EIGHT HOURS PRIOR TO ANY EXCAVATION IN THE RIGHT OF WAY.7. ALL PROPOSED VEGETATION WITHIN SIGHT TRIANGLES SHALL NOT INTERFERE WITH CLEAR VISUAL SIGHT LINES FROM 30" TO 10'.

80'40'20'40' 0'

Scale: 1"=40'

Date:____________ Permit #____________________

Signed: _____________________________________

APPROVED DRAINAGE PLAN

Public Services Engineering Division

C-22

DE

TAIL

S

NTS

OF 2

REVISIONS

PROJECT NUMBER:

DRAWING NUMBER:

CHECKED:

APPROVED:

DRAWN:

DATE:

SCALE:

SHEET SIZE:

CLIENT INFORMATION:

VICINITY MAP (NOT TO SCALE):

2017-018

9/5/2018

24 X 36

CDC

JAE

CDC

CLOS PROPERTIES, LLCA.J. ALIAH20 EASTWOOD ROADWILMINGTON, NC 28403(910) 332-3500

PRELIMIN

ARY

DO NOT U

SE FOR

CONSTRUCTION

EASTWOOD RD

MARKET ST

RACINE DR

74

MARKET ST

FULLE

R D

R

HUNTERS TRL

SITE

SITE WORK NOTES:

1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS BOTH ON AND ADJACENT TO THE SITE.2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS, VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW

GRADE, ORGANIC MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED

FACILITY.6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL RECOMMENDATIONS.7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED EARTHWORK CONDITION. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR CUT AND FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF-SITE PROPERLY PERMITTED FACILITY AS REQUIRED.9. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS. IT SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR TO DETERMINE THE EXACT ELEVATIONS AND LOCATIONS OF ALL EXISTING UTILITIES AT ALL CROSSINGS PRIOR TO COMMENCING TRENCHEXCAVATION. IF ACTUAL CLEARANCES ARE LESS THAN INDICATED ON PLAN, THE CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER BEFOREPROCEEDING WITH CONSTRUCTION. ANY CONDITION DISCOVERED OR EXISTING THAT WOULD NECESSITATE A MODIFICATION OF THESE PLANS SHALL BEBROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION.

10. NO CONSTRUCTION IS TO BEGIN BEFORE LOCATION OF EXISTING UTILITIES HAS BEEN DETERMINED. CALL "NC ONE-CALL" AT LEAST 48 HOURS BEFORECOMMENCING CONSTRUCTION.

11. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANYEXCAVATIONS IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALLAPPROPRIATE PERSONNEL OF THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.

12. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/ RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIESWITH APPROPRIATE PERSONNEL.

13. CONTRACTOR SHALL ADJUST ALL MANHOLES, VALVE & CURB BOXES TO FINAL GRADE UPON COMPLETION OF ALL CONSTRUCTION. ANY BOXES DAMAGED OROTHERWISE DISTURBED BY THE CONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR.

14. EXISTING SURVEYING PERFORMED BY CHRISTOPHER JAMES GAGNE, PLS L-470015. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR

QUESTIONS TO THE ENGINEER PRIOR TO INSTALLATION.16. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.17. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL, STATE, AND CFPUA CODES. METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL

FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.18. ALL BACKFILL FROM UTILITY INSTALLATION MUST BE COMPACTED OR AMENDED TO PROVIDE TRAFFIC BEARING CAPACITY. GEOTECHNICAL ENGINEER TO

BE CONSULTED AT CONTRACTORS COST AS NECESSARY.19. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION.

ALL AREAS SHALL BE SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.20. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI @ 28 DAYS - AIR ENTRAINED.21. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED

TEST WILL BE PAID FOR BY THE CONTRACTOR.22. ALL SIDEWALKS SHALL BE FREE OF CRACKS, BREAKS, OR ANY OTHER DEFECT PRIOR TO RECEIVING A CERTIFICATE OF OCCUPANCY.

NTS

SUBGRADECOMPACTED

2" SF9.5A6" ABC

PARKING ASPHALT SECTIONTEMPORARY GRAVEL

CONSTRUCTION ENTRANCENTS

PUBLIC ROAD

COARSE AGGREGATE2" - 3"

6" MIN.REQUIR

EDAS

50' MIN.

12' M

IN.

GEO FABRIC LINER

CONSTRUCTION ENTRANCE TO BE 12' OR ENTIRE WIDTH OFNOTE:

ENTRANCE. WHICHEVER IS GREATER.

Approved Construction Plan

Name Date

Planning

Public Utilities

Traffic

Fire

REV: 5-5-17 PER COW STORMWATERCOMMENTSREV: 5-25-17 ADDED BIKE RACK & BRICKPAVER DETAILSREV: 8-30-17 REVISED PAVEMENT CROSSSECTION. ADDED "HEAVY TRAFFIC"SECTION.

Date:____________ Permit #____________________

Signed: _____________________________________

APPROVED DRAINAGE PLAN

Public Services Engineering Division