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CIVIL ENGINEERJBS CONSULTING, PABRAD SEDGWICK, PE7332 COTESWORTH DRIVEWILMINGTON, NC 284051-910-619-9990

LIST OF DRAWINGS

XX COVER SHEETC1 EXISTING CONDITIONSC2 SITE PLANC3 DETAILSL1 LANDSCAPE PLANA1 ARCHITECTURAL ELEVATION

VICINITY MAPJULY, 2020

SITE CONSTRUCTION PLANS

N.C. ONE-CALL CENTER

BEFORE YOU DIG

CALL 1 800 632-4949

IT'S THE LAW

STOP

PROJECT SITE

3606 MARKET STREET

SCALE 1" = 600'

SITE REDEVELOPMENT

NOTES

Approved Construction Plan

Name Date

Planning

Traffic

Fire

For each open utility cut of

City streets, a $325 permit

shall be required from the

City prior to occupancy

and/or project acceptance.

WILMINGTON, NC 28403Date:____________ Permit #___________________

Signed: ____________________________________

NORTH CAROLINAILMINGTONWCITY OF

APPROVED DRAINAGE PLAN

Public Services Engineering Division

OWNERNOURISH NC, INC.STEVE McCROSSANEXECUTIVE DIRECTORPO BOX 3235WILMINGTON, NC 284061-910-465-0995

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ARCHITECTGOODRICH ARCHITECTURE, PAMELIISA SEXTON3142 WRIGHTSVILLE AVENUEWILMINGTON, NC 284031-910-343-1065

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1. PRIOR TO ANY CLEARING, GRADING OR CONSTRUCTION ACTIVITY, TREE PROTECTION FENCING (IF REQUIRED) WILL BE INSTALLED AROUND PROTECTED TREES OR GROVES OF TREES AND NO CONSTRUCTION WORKERS, TOOLS, MATERIALS, OR VEHICLES ARE PERMITTED WITHIN THE TREE PROTECTION. 2. ANY TREES AND/OR AREAS DESIGNATED TO BE PROTECTED MUST BE PROPERLY BARRICADED WITH FENCING AND PROTECTED THROUGHOUT CONSTRUCTION TO INSURE THAT NO CLEARING, GRADING OR STAGING OF MATERIALS OCCUR IN THOSE AREAS. 3. NO EQUIPMENT IS ALLOWED ON SITE UNTIL ALL TREE PROTECTION FENCING AND SILT FENCING IS INSTALLED AND APPROVED. PROTECTIVE FENCING IS TO BE MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT, AND CONTRACTORS SHALL RECEIVE ADEQUATE INSTRUCTION ON TREE PROTECTION METHODS. 4. ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS OF WAY AND FOR DRIVEWAY ARE TO BE THERMO PLASTIC AND MEET CITY AND/OR NCDOT STANDARDS. 5. ONCE STREETS ARE OPEN TO TRAFFIC, CONTACT TRAFFIC ENGINEERING REGARDING THE INSTALLATION OF TRAFFIC AND STREET NAME SIGNS. PROPOSED STREET NAMES MUST BE APPROVED PRIOR TO INSTALLATION OF STREET SIGN NAMES. 6. TRAFFIC CONTROL DEVICES (INCLUDING SIGNS AND PAVEMENT MARKINGS) IN AREAS OPEN TO PUBLIC TRAFFIC ARE TO MEET MUTCD STANDARDS AND BE MAINTAINED BY THE OWNER. 7. CONTACT TRAFFIC ENGINEERING AT 910-341-7888 TO ENSURE THAT ALL TRAFFIC SIGNAL FACILITIES AND EQUIPMENT ARE SHOWN ON THE PLAN. 8. CONTACT 811 PRIOR TO CONTACTING CITY OF WILMINGTON, TRAFFIC ENGINEERING REGARDING THE UTILITIES IN ROW. 9. TRAFFIC ENGINEERING MUST APPROVE OF PAVEMENT MARKING PRIOR TO ACTUAL STRIPING. 10. ALL PARKING STALL MARKINGS AND LANE ARROWS WITHIN PARKING AREAS SHALL BE WHITE. ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS OF WAY FOR DRIVEWAY ARE TO BE THERMO PLASTIC AND MEET CITY AND/OR NCDOT STANDARDS. 11. ALL TRAFFIC CONTROL SIGNS AND MARKINGS OFF THE RIGHT OF WAY ARE TO BE MAINTAINED BY THE PROPERTY OWNER. 12. STOP SIGNS AND STREET SIGNS TO REMAIN IN PLACE DURING CONSTRUCTION. 13. TACTILE WARNING MATS WILL BE INSTALLED ON ALL WHEEL CHAIR RAMPS. 14. A UTILITY CUT PERMIT IS REQUIRED FOR EACH OPEN CUT OF A CITY STREET. 15. ANY BROKEN OR MISSING SIDEWALK PANELS, DRIVEWAY PANELS AND CURBING WILL BE REPLACED. 16. CONTACT TRAFFIC ENGINEERING AT 341-7888 TO DISCUSS STREET LIGHTING OPTIONS. 17. WATER AND SEWER SERVICE SHALL MEET CAPE FEAR PUBLIC UTILITY AUTHORITY DETAILS AND SPECIFICATIONS. 18. PROJECT SHALL COMPLY WITH CFPUA CROSS CONNECTION CONTROL REQUIREMENTS. WATER METERS CANNOT BE RELEASED UNTIL ALL REQUIREMENTS ARE MET AND THE STATE HAS GIVEN THEIR FINAL APPROVAL. 19. IF THE CONTRACTOR DESIRES CFPUA WATER FOR CONSTRUCTION HE SHALL APPLY IN ADVANCE FOR THIS SERVICE AND MUST SUPPLY A RPZ BACKFLOW PREVENTION DEVICE ON THE DEVELOPERS SIDE OF THE WATER METER BOX. 20. ANY IRRIGATION SYSTEM SUPPLIED BY CFPUA SHALL COMPLY WITH THE CFPUA CROSS CONNECTION REGULATIONS. 21. ANY IRRIGATION SYSTEM SHALL BE EQUIPPED WITH A RAIN AND FREEZE SENSOR. 22. ANY BACKFLOW PREVENTION DEVICES REQUIRED BY THE CFPUA WILL NEED TO BE ON THE LIST OF APPROVED DEVICES BY USCFCCCHR. 23. CONTRACTOR TO FILED VERIFY EXISTING WATER AND SEWER LOCATIONS, SIZES AND MATERIALS PRIOR TO CONSTRUCTION. ENGINEER TO BE NOTIFIED OF CONFLICTS. 24. AN ALL WEATHER DRIVING SURFACE FOR EMERGENCY VEHICLES MUST BE MAINTAINED DURING CONSTRUCTION. 25. UNDERGROUND FIRE LINE(S) MUST BE PERMITTED AND INSPECTED BY THE WILMINGTON FIRE DEPARTMENT FROM THE PUBLIC ROW TO THE BUILDING. CONTACT THE WILMINGTON FIRE DEPARTMENTDIVISON OF FIRE AND LIFE SAFETY AT 910-341-0696. 26. NO OBSTRUCTIONS ARE PERMITTED IN THE SPACE BETWEEN THIRTY (30) INCHES AND TEN (TEN) FEET ABOVE THE GROUND WITHIN THE TRIANGLE SIGHT DISTANCE. 27. CONTRACTOR IS TO NOTIFY (AT A MINIMUM) THE FOLLOWING COMPANIES FOR LOCATION SERVICES: ULOCO ................1-800-632-4949, 48 HOURS IN ADVANCE BELL SOUTH........1-800-392-8712 (STEVE DAYVAULT) CAROLINA ONE CALL CENTER 1-800-632-4949 28. THERE SHALL BE NO ENCUMBRANCES WITHIN THE NCDOT RIGHT OF WAY. 29. A LANDSCAPING PLAN INDICATING THE LOCATION OF REQUIRED STREET TREES SHALL BE SUBMITTED TO THE CITY OF WILMINGTON TRAFFIC ENGINEERING DIVISION AND PARKS AND RECREATION DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO THE RECORDING OF THE FINAL PLAT (SD 15-14 CofW TECH STDS) 30. FIRE HYDRANTS CANNOT BE FURTHER THAN 8' FROM THE CURB. 31. PARKING AND LANDSCAPING CANNOT BLOCK FIRE HYDRANTS OF FDC'S OR FIRE HYDRANTS. A 3-FOOT CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERANCE OFTHE HYDRANT AND FDC. 32. FDC'S CAN BE NO FURTHER THAN 40' FROM FIRE DEPARTMENT VEHICLE PLACEMENT 33. FDC'S CAN BE NO FURTHER THAN 150' FROM A FIRE HYDRANT 34. BICYCLE PARKING IS PROVIDED ON THE NORTHWEST CORNER OF PROPOSED BUILDING 35. ADDITIONAL FIRE PROTECTION AND ACCESSIBILITY REQUIREMENTS MAY BE REQUIRED DUE TO ANY SPECIAL CIRCUMSTANCES CONCERNING THE PROJECT. 36. CONTRACTOR SHALL SUBMITT A RADIO SIGNAL STRENGTH STUDY THAT DEMONSTRATES THAT EXISTING EMERGENCY RESPONDER RADIO SIGNAL LEVELS MEET THE REQUIREMENTS OF SECTION 510 OF THE 2018 NC FIRE CODE. 37. NEW HYDRANTS MUST BE BROUGHT INTO SERVICE PRIOR TO COMBUSTIBLE MATERIAL DELIVERED TO THE JOB SITE.

omahonyp

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16

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BEFORE YOU DIG

CALL 1 800 632-4949

IT'S THE LAW

STOP


Name Date

Planning

Traffic

Fire






050' 50' 100'

SCALE: 1"=50' (Horiz.)

Date:____________ Permit #___________________

Signed: ____________________________________




LEGEND

41.5'

41.5'

PROJECT SITE

NO WETLAND WITHIN PROJECT AREA

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MARKET STREET

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100' PUBLIC RIGHT OF WAY

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N 81°56'32" E 176.27'

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S 08°05'52" E 157.45'

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N 81°50'40" E 182.00'

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S 08°07'24" E 176.23'

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S 81°55'42" W 358.27' TOTAL

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N 08°06'41" W 333.46'

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S 81°56'32" W 264.25'

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25.00'

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EOP

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L&H USED CARS OF WILMINGTON R04913-010-003-000 3626 MARKET STREET ZONING - CS COMMERCIAL SERVICES LAND USE 730 - OFFICE & PROFFESIONA DB 6203 PG 2420

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GATES ENTERPRISES OF NC, LLC R04913-010-002-000 3722 MARKET STREET ZONING - CS COMMERCIAL SERVICES LAND USE 571 - HOME FURNISHING - RETAIL DB 2696 PG 477

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ELMAN WILMINGTON ASSOCIATES, LLC R04917-004-018-000 69 DARLINGTON ZONING - O&I OFFICE & INSTITUTION LAND USE 911 - GOVERNMENT DB 5852 PG 916

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ESHA HOSPITALITY, INC R04913-010-004-001 3604 MARKET STREET ZONING - O&I OFFICE & INSTITUTION LAND USE 701 - HOTEL DB 3433 PG 331

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AC WILMINGTON ASSOCIATES, LLC R04917-004-031-000 45 DARLINGTON AVENUE ZONING - O&I OFFICE & INSTITUTION LAND USE 958 - UNUSED LAND DB 5997 PG 2264

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38.1'

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FISHER HOLDINGS R04913-009-011-001 3617 MARKET STREET ZONING - CS-COMMERCIAL SERVICES LAND USE 584 - EASTING PLACE W/ ALCOHOL DB 5024 PG 1797

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HUGHES PROPERTIES R04913-009-013-000 3621 MARKET STREET ZONING - CS - COMMERCIAL SERVICES LAND USE 551-AUTO SALES DB 5744 PG 775

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38'

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CRYPE MRYTLE

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DARLINGTON AVENUE

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EX. DRIVE

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EX. DRIVE

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EX. DRIVE

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EX. DRIVE

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EX. DRIVE

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EX. DRIVE

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CITY OF WILMINGTON SIGHT DISTANCE TRIANGLE AASHTO SIGHT DISTANCE TRIANGLE 305' FROM TABLE 3-1 GREEN BOOK

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24" RCP

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DRAINAGE BASIN #1 20,235 SF 16,190 SF IMPERVIOUS

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N 81°56'32" E 176.27'

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S 08°05'52" E 157.45'

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N 81°50'40" E 182.00'

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S 08°07'24" E 176.23'

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S 81°55'42" W 358.27' TOTAL

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N 08°06'41" W 333.46'

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25.00'

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105 sf

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183 sf

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149 sf

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2882 sf

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42 sf

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1184 sf

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248 sf

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248 sf

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832 sf

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832 sf

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8932 sf

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DEMO ASPHALT

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CONCRETE

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DEMO

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24" RCP

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219 sf

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18" CMP

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18" CMP

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C1

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BDS

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BDS

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JULY, 2020

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CONSULTING, PA

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PLANNING - ENGINEERING - PROJECT MANAGEMENT

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BDS

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142-001

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NOURISH NC

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EXISTING CONDITIONS

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NOURISH NC PO BOX 3235 WILMINGTON, NC 28405

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VICINITY MAP

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SCALE: 1" = 1000'

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EXISTING CONDITIONS

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SCALE: 1" = 50'

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STANDARD ASPHALT

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TREE PROTECTION FENCING

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SEE DETAIL

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DEMO PLAN

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IPF

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CM

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EX.DRIVE

EX. POWER

TRANSFORMER

EX. CONCRETE

PAD

EX. POWER

TRANSFORMER

EX. WATER VALVE

VAULT

EX. GREASE

TRAP

EX. ASPHALT

DRIVE

ONE STORY BRICK

BUILDING

51.8'

INLET

C

U

R

B

FIRE HYDRANT

WATER METER

X

X X X X X X X X X X

X X X X X X X

X

X

X

X

X

X

X

X

X

GATE

20' BSL

20' BSL

10

' B

SL

10

' B

SL

IPS

IPF

77.5

10

' B

SL

EX. 5,117 SF

6,876 SF ADDITION

FFE 39.00

24

' A

CC

ES

S D

RIV

E

LOC

LOC

LOC

LOC

LO

CLO

C

LOC

LO

C

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LO

CLO

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LOCLOC

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LO

C

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C

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LOC

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C

LO

C

RR

15.3' 32.3'12.4'

10.1'

OHEOHE

OHEOHE

OHEOHE

OHEOHE

OHE OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

O

H

E

O

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E

O

H

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H

E

O

H

E

OHEOHEOHEOHEOHEOHEOHE

OH

E

OH

E

OH

E

OHE

OH

E

DEEDED ACCESS

DB 1463 PG 1946

16

.3

'

23.9'

9.1'

18'

18.1'

8.8

'

REMAINING

14.5'

14.5'

R24.5

of

JOB NO.

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BEFORE YOU DIG

CALL 1 800 632-4949

IT'S THE LAW

STOP


Name Date

Planning

Traffic

Fire






030' 30' 60'


Date:____________ Permit #___________________

Signed: ____________________________________




LEGEND

41.5'

PROJECT SITE


R1

7/24/20

SU

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C

R2

9/1/20

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RC

SURFACE WATER STATEMENT

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MARKET STREET

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100' PUBLIC RIGHT OF WAY

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N 81°56'32" E 176.27'

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S 08°05'52" E 157.45'

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N 81°50'40" E 182.00'

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S 08°07'24" E 176.23'

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S 81°55'42" W 358.27' TOTAL

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N 08°06'41" W 333.46'

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EX. WATER METER

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EX. SIGN

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25.00'

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EOP

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EX. CB TOP = 37.9' INV = 31.8'

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24" SD

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24" RCP

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18" CMP

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SD MANHOLE TOP = 37.8' INV (15") = 34.0' INV (24") = 31.4'

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EX. CB TOP = 37.0' INV = 31.5'

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SDMH TOP = 37.1' INV = 34.8'

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INV = 34.9' 18" CMP

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18" CMP

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CB TOP = 37.8' INV = 35.8'

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1640 SF REMOVE ASPHALT & BASE EXCAVATE AREA PLANT WITH SOD. 6" RAISED CURB ALL AREA INSIDE MEDIAN TO BE GRADED T +/- 34.9 AND SLOPED TOWARD DRAINS

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MOVE HANDICAP SPOTS RESTRIPE SEE DETAIL

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38.1'

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37.6'

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38.2'

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37.6'

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38.1'

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38.1'

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39.4'

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39.5'

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39.5'

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39.0'

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39.0'

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38.6'

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38'

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38'

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38'

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38'

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38'

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37.6'

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37.3'

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37.1'

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37.3'

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INV = 34.9' 18" CMP

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LIGHTS TO BE RELOCATED BY DUKE ENERGY

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NEW ISLAND REMOVE ASPHALT 6" RAISED CURB

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REMOVE ASPHALT 6" RAISED CURB

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10' X 10' DUMPSTER ENCLOSURE - 8' SHADOW BOX FENCE AND GATE

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19,690 SF LIMITS OF DISTURBANCE

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PROPOSED BIKE RACK 8 SPACES

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38'

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CRYPE MRYTLE

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EX. DRIVE

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EX. DRIVE

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EX. DRIVE

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EX. DRIVE

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EX. DRIVE

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EX. DRIVE

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EX. DRIVE

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H

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Y

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D

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H

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Y

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D

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NEW ISLAND 6" RAISED CURB REMOVE ASPHALT 105 SF

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39.0'

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39.0'

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CUT CURB INSTALL NEW 5' SIDEWALK PAINT HANDICAP ACCESS ROUTE TO MUTCD STANDARDS

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SAWCUT EX. S/W AND STALL H/C ACCESS

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REMOVE PARKING SPOTS

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REMOVE ISLAND & MEDIAN PAVE WITH ASPHALT SWALE PAVEMENT TO 3' WEIR IN CURB

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EX. SDMH TOP = 37.1' INV = 34.8'

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3' GAP IN CURB WEIR INTO ISLAND

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REMOVE PARKING STRIPING

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NEW ISLAND REMOVE ASPHALT 6" RAISED CURB

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18 PARKING SPOTS

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7 PARKING SPOTS

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7 PARKING SPOTS

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14 PARKING SPOTS

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14 PARKING SPOTS

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13 PARKING SPOTS

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2 PARKING SPOTS

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2 PARKING SPOTS

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7 PARKING SPOTS

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24" RCP

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3' GAP IN CURB WEIR INTO ISLAND

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C2

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BDS

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BDS

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JULY, 2020

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CONSULTING, PA

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BDS

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142-001

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4

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NOURISH NC

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SITE PLAN

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VICINITY MAP

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SCALE: 1" = 1000'

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SITE PLAN

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SCALE: 1" = 30'

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%%uSITE DATA

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ADDRESS.............................. 3606 MARKET STREET .............................. 3606 MARKET STREET WILMINGTON, NC 28403 PROPERTY OWNER................... NOURISH NC PO BOX 3235 WILMINGTON, NC 28405 PARCEL ID NUMBERS ............R04913-010-004-000 R04913-010-004-000 DEED BOOK & PAGE ............D.B. 6263 PG. 565 D.B. 6263 PG. 565 MAP BOOK & PAGE...............MB 28 PG. 131 MB 28 PG. 131 CURRENT ZONING ....................O&I 1 OFFICE & INSTITUTION O&I 1 OFFICE & INSTITUTION CITY OF WILMINGTON PROPOSED ZONING................... O&I 1 OFFICE AND INSTITUTION CITY OF WILMINGTON TOTAL LOT AREA ........................... 2.08 ACRES CAMA LAND USE CLASSIFICATION .. URBAN OVERLAY DISTRICT - PROPERTY IS NOT IN A SPECIAL HIGHWAY OVERLAY DISTRICT PROPOSED USE..................................SOCIAL SERVICES BUILDING CONSTRUCTION TYPE - VB FLOOD INFO ZONE X - MINIMAL FLOOD ZONE PANEL 3128 MAP # 3720313800K AUGUST 28, 2018 NUMBER OF BUILDINGS ..................1 PROPOSED 1 PROPOSED BREAKDOWN OF USE OF BUILDING WAREHOUSE6,686 SF 6,686 SF PACKAGING1,875 SF 1,875 SF GENERAL OFFICE3,432 SF 3,432 SF REQUIREDPROPOSED PROPOSED MIN. LOT AREA15,000 SF90,605 SF 15,000 SF90,605 SF 90,605 SF MIN. LOT WIDTH80'176' 80'176' 176' MAX. LOT COVERAGE40%20.3% 40%20.3% 20.3% FRONT BUILDING SETBACK20'64.7' FRONT BUILDING SETBACK20'64.7' 20'64.7' 64.7' REAR BUILDING SETBACK20'77.5' 20'77.5' 77.5' SIDE BUILDING SETBACK 10' 10' RIGHT SIDE51.8' 51.8' LEFT SIDE66.7' 66.7' MAX. BUILDING HEIGHT45'+/-18' 45'+/-18' +/-18' LOT COVERAGE................... 11,993 / 90605 = 1.3% TOTAL ONSITE EXISTING BUA EXISTING BUA BUA BUILDINGS8,759 SF 8,759 SF ASPHALT PAVEMENT 58,094 SF 58,094 SF 58,094 SF CONCRETE SIDEWALKS1,528 SF 1,528 SF TOTAL 68.381 SF 68.381 SF TOTAL ONSITE PROPOSED BUA PROPOSED BUA BUA BUILDINGS 11,993 SF 11,993 SF ASPHALT PAVEMENT 53,194 SF 53,194 SF 53,194 SF CONCRETE SIDEWALKS1,154 SF 1,154 SF TOTAL 66,341 SF 66,341 SF LIMITS OF DISTURBANCE = 18,846 SF SOIL TYPES SITE IS COMPRISED OF 25% SEAGATE FINE SAND AND 75% BAYMEADE FINE SAND. PARKING REQUIREMENTS PROPOSED USE SOCIAL SERVICES MAXIMUM = 1 / 200 (11993 / 200 = 60) MINIMUM = 1 / 300 (11993 / 300 = 40) 85 SPOTS REMAINING AFTER IMPROVEMENTS 4 HANDICAP SPOTS PROVIDED 2 VAN ASSESSABLE SOLID WASTE - SERVICE PROVIDE BY DUMPSTER AS SHOWN. DUMPSTER WILL BE ENCLOSED - SERVICE PROVIDE BY DUMPSTER AS SHOWN. DUMPSTER WILL BE ENCLOSED WITH 8' SHADOW BOX FENCE WITH GATE UTILITY INFORMATION FACILITY WILL USE EXISTING SEWER AND WATER HOOKUPS. REDUCED DEMAND EXPECTED. ESTIMATED TRIP GENERATION

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STANDARD ASPHALT

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STANDARD CONCRETE

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SEE DETAIL

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8 BIKE SPOTS EACH

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%%UGENERAL NOTES

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1) PARKING STALLS TO BE RESTRIPED AND SHALL COMPLY WITH 2010 WHICH INCLUDES, BUT NOT LIMITED TO ACCESIBLE PARKING SIGNAGE (US DEPARTMENT OF JUSTICE, CIVIL RIGHTS DIVISION SECTION ADA COMPLIANCE BRIEF: RESTRIPING PARKING SPACES DATED DECEMBER 2015 2) PAVEMENT MARKING TO REPAINTED TO MUTCD STANDARDS 3)

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THERE ARE NO SURFACE WATERS, WETLANDS, REGULATORY FLOOD ZONES, PROTECTED VEGETATIVE SETBACKS OR PROTECTED RIPARION BUFFERS ON THIS SITE.

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LAND USETYPEITE CODE24 HR AM PEAKPM PEAKSATURDAY TYPEITE CODE24 HR AM PEAKPM PEAKSATURDAY ITE CODE24 HR AM PEAKPM PEAKSATURDAY 24 HR AM PEAKPM PEAKSATURDAY AM PEAKPM PEAKSATURDAY PM PEAKSATURDAY SATURDAY

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VOLUMES

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PEAK HOUR

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HOUR TRIPS

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HOUR TRIPS

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TRIPS

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ENTER

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ENTER

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ENTER

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EXIT

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EXIT

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EXIT

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SMALL OFFICE

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712

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0

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0

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4

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4

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4

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4

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59

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WHEEL STOP

WHEEL STOP

4"

2"

4" 4"

2"

4"

STALL SIDE

BLUE ON H.C.

BLUE ON H.C.

STALL SIDE

EDGE OF PAVEMENT

H.C. PARKING SIGN

WHITE

WHITE

4" WHITE STRIPES

NOT TO SCALE

OR FACE OF CURB

6" X6" POST

1" X 6"

2" X 4"

3" SPACE

EXISTING GRADE

1" TO 2" SPACE

6" X 6" POST

50 LBS CONCRETE

EACH POST

36" MIN

8' MAX POST SPACING

10" MIN

1" X 6"

ALL FENCE MATERIALTO BE PRESSURE

TREATED PINE. USE

GALVANIZED FASTNERS

8'

6" X 6" POST

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C3

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BDS

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BDS

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JULY, 2020

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CONSULTING, PA

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BDS

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142-001

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4

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NOURISH NC

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DETAILS

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20'

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10'

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10'

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HANDICAPPED

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%%UPARKING DETAIL

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%%UPARKING STALL

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%%UPARKING STALL

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N.T.S.

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SHADOW BOX FENCE DETAIL

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FRONT VIEW

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TOP VIEW

WA

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ASPHALT DRIVE\PARKING


INLET

C

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FIRE HYDRANT

WATER METER

X

X X X X X X X X X X

X X X X X X X

X

X

X

X

X

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X

X

X

GATE

20' BSL

10

' B

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10

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IPS

IPF

10

' B

SL

6,876 SF ADDITION

WB

- 40

IN

TER

ME

DIA

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I46

' X 8

'

LOC

LOC

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OHEOHE

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OHEOHE

OHE OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

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DEEDED ACCESS

DB 1463 PG 1946

WB

- 40

IN

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ME

DIA

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I46

' X 8

'

of

JOB NO.

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CH

EC

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D B

Y:

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BEFORE YOU DIG

CALL 1 800 632-4949

IT'S THE LAW

STOP


Name Date

Planning

Traffic

Fire






030' 30' 60'


Date:____________ Permit #___________________

Signed: ____________________________________




LEGEND

41.5'

PROJECT SITE


R1

7/24/20

SU

BM

IT

TE

D F

OR

P

RE

TR

C

(3) GUY WIRES W./ GALVANIZED TURNBUCKLES, &

RUBBER HOSE SLEEVES AT TRUNK, OR ADJUSTABLE

NYLON STRAPS

SET TREE ROOT CROWN AT FINISH GRADE (+/- 1")

6" DEPTH TOPSOIL BLEND SAUCER

COMPACT SUBSOIL TO FORM MOUND TO PREVENT

SETTLEMENT

3" DEPTH PINE STRAW MULCH - KEEP BACK 2" -3" FROM

TRUNK

BACKFILL PLANTING HOLE W./ TOPSOIL BLENDED W./

NATIVE BACKFILL

EXISTING UNDISTURBED SUBSOIL

TREE AS PER SCHEDULE

REMOVE TOP 1/3 OF BURLAP ROOT-BALL WRAPPER,

OR TOP 2/3 OF WIRE BASKET

(3) 2" X 2" X 30" WOOD STAKES W./ HOLE FOR GUYING

ATTACHMENT - DRIVE MIN. 12" INTO UNDISTURBED

SUBSOIL

FINISH GRADE

3" - 5" CALIPER

TRUNK

SET SHRUB ROOT CROWN AT FINISH

GRADE (+/- 1")

3" DEPTH PINE STRAW MULCH - KEEP

BACK 2" -3" FROM STEMS

BACKFILL PLANTING HOLE W./ TOPSOIL

BLENDED W./ NATIVE BACKFILL

EXISTING UNDISTURBED SUBSOIL

REMOVE CONTAINER, AND LOOSEN

ROOTS BEFORE PLACING

FINISH GRADE

(3X) WIDTH OF

ROOTBALL

2X WIDTH OF ROOTBALL

EQUAL

EQUAL

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MARKET STREET

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38.1'

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37.6'

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38.2'

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37.6'

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38.1'

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38.1'

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39.4'

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39.5'

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39.5'

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39.0'

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38.6'

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38'

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38'

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38'

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38'

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37.6'

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37.3'

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37.1'

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37.3'

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38'

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CRYPE MRYTLE

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CEDAR

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CEDAR

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2-3" BIRCH

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CRYPE MRYTLE

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6" OAK

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6" OAK

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4" PALM

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6" OAK

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4" OAK

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4" LELAND

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6" CRYPE MRYTLE

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12" PINE

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3-CRYPE M 3-6" PINE

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2-3" GUM

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3-3" PINE

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2-4" BRADFORD REMOVE

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6" GUM

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4" BRADFORD

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H

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Y

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D

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H

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Y

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D

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39.0'

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39.0'

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ONE STORY BRICK

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BUILDING

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EX. 8,932 SF

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FFE 39.00

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1522 SF STREET YARD LANDSCAPING

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329 SF STREET YARD LANDSCAPING

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1 - CRAPE MYRTLE

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5 - CRAPE MYRTLE

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24" RCP

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3 - DARLINGTON OAKS

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7 - PRIVETS

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1 - PRIVETS

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18" CMP

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18" CMP

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L1

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BDS

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BDS

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JULY, 2020

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CONSULTING, PA

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BDS

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142-001

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4

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NOURISH NC

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LANDSCAPE PLAN

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VICINITY MAP

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SCALE: 1" = 1000'

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SITE PLAN

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SCALE: 1" = 30'

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STANDARD ASPHALT

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STANDARD CONCRETE

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SEE DETAIL

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8 BIKE SPOTS EACH

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%%ULANDSCAPE NOTES

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STREET YARD REQUIREMENTS 1 - CANOPY TREE OR 3 UNDERSTORY TREE PER 600 SF OF STREET YARD FRONTAGE EXISTING 1522 SF + 329 SF = 1851 SF OF STREET YARD AREA 1851 / 600 = 3.1 - 3.1 X 3 = 9 UNDERSTORY TREES REQUIRED 15 UNDERSTORY TREES EXISTING REQUIREMENT MET 6 SHRUBS/600 SF -3.1 X 6 = 18 SHRUBS REQUIRED PARKING LOT LANDSCAPING ALL PARKING ISLANDS PROTECTED BY CURBING SHADING REQUIREMENTS = 35% OF PARKING SURFACE AREA (O&I) 50,822 SF X 35% = 17,788 SF REQUIRED EXISTING TREES TO BE RETAINED = 16 CANOPY TREES AND 3 UNDERSTORY (16 X 707 SF) + (3 X 314 SF) = 14,138 SF OF SHADING FROM EXISTING TREES PROPOSED 3 OAKS (707 SF) + 6 CRAPES (314 SF) = 5,656 + 1884 = 4,005 SF OF ADDITIONAL SHADING TOTAL SHADING PROVIDED = 18,143 SF PROVIDED PERIMETER LANDSCAPING PERIMETER LANDSCAPING NOT PROVIDED DUE TO AS BUILT CONDITIONS PARKING AREA SCREENING PARKING AREA SCREENING ALONG MARKET STREET AUGMENTED WITH TE ADDITION OF 8 PRIVETS FOUNDATION PANTINGS FOUNDATION PLANTING ALONG FRONT OF BUILDING AND SIDE PROHIBITED BY EXISTING SIDEWALK. FOUNDATION PLANTING PROVIDED ALONG EAST SIDE OF BUILDING BACK HALF. 1184 SF PLANTING PROVIDED - 10 HOLLYS AND 5 CRAPES PROVIDED.

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SHRUB/GRCVR. LAYOUT

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N.T.S.

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SHRUB/GRCVR. PLANTING DETAIL

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TREE PLANTING DETAIL

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PLANTING SCHEDULE

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Common Name

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Size

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Qty

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LARGE SHADE TREE

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SMALL SHADE TREE

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SHRUBS

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Ligustrum recurre

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Common Privet

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Ilexx vomitoria "nana"

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3 Gal.

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10

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Dwarf Yaupon Holly

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Crape Myrtle Tuscarora

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Lagerstroemia

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6

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8' HGHT

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8

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3 Gal.,3' HGHT

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Darlington Oak

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Quercus lauirifolm

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8' TO 10'HGHT

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4

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2.5" Cal.

EAVE HT.

16'-0"

T.O. CONC. SLAB

BRICK VENEER BASE TO

MATCH & TIE INTO BRICK

OF EXISTING

HARD-COAT STUCCO FINISH

STOREFRONT TRANSOM WDWS.

STANDING SEAM MTL. ROOF

BRICK ROWLOCK WATERTABLE

NEW 72" x 84" MAN DOOR

NEW BACK-LIT LOGO

SIGN ON EXISTING

ARCHED OBELISK

NEW LOGO SIGN OVER

EXISTING BRICK VENEER

13'-0"

24"

5/4x4 E.P.S. FRIEZE BD. W/

STUCCO FINISH

EAVE HT. BEYOND,

FIELD VERIFY REQ'D

EAVE HT. @ EXIST'G WALL

5/4x4 E.P.S. WDW./DR. TRIM

SURROUND W/ STUCCO FINISH, TYP.

2x10 E.P.S. BAND BD. W/

STUCCO FINISH

STEPPED BLOCK WALL ADDED TO

EXISTING MASONRY WALL TO COVER

PEAK OF NEW MTL. BLDG. ROOF BEYOND

EAVE HT.

T.O. CONC. SLAB

16'-0"

LINE OF NEW MTL. BLDG. BEYOND.

LINE OF EXISTING

MASONRY WALL

POSSIBLE AREA FOR

SLOGAN

AREA FOR MAIN LOGO W/ DOWN LIGHTING IN

SOFFIT TO WASH WALL & ILLUMINATE LOGO

EAVE HT.

16'-0"

T.O. CONC. SLAB

HARD-COAT STUCCO

FINISH

STOREFRONT WDWS. AT

WAREHOUSE OFFICE

STANDING SEAM MTL. ROOF

5/4x4 CEMENTITIOUS

FRIEZE BD.

7'-2"

13'-0"

24"

STOREFRONT

TRANSOM WDWS.

EAVE HT.

T.O. CONC. SLAB

16'-0"

16'-10

1 4

"

HARD-COAT STUCCO

FINISH

STOREFRONT TRANSOM

WDWS.

NEW DBL. MAN DOOR

NEW OVERHEAD DOOR

11'-8"

3'-4"

BRICK VENEER BASE TO

WRAP CORNER OF BUILDING

& TERMINATE AT DOOR

- COST SAVINGS TO NOT

WRAP ENTIRE BLDG.

EAVE HT. BEYOND,

FIELD VERIFY REQ'D EAVE

HT. @ EXIST'G WALL

A3.1

ELEVATIO

NS

A SCALE: 1/8" = 1'-0"

LEFT ELEVATION

20 AU

GU

ST 2020

DATE:

REVIS

ION

:

WIL

MIN

GTO

N N

C 2

8403

3142 W

RIG

HTS

VIL

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: G

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OD

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ITEC

TU

RE.C

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FAX: 910.3

43.1

067

OFFIC

E: 910.3

43.1

065

3606 M

ARKET STREET

NO

UR

ISH

NC

UPFIT

WILM

IN

GTO

N, N

ORTH

CARO

LIN

A

PR

OJEC

T #

20041

SCALE: 1/8" = 1'-0"

FRONT ELEVATION

D SCALE: 1/8" = 1'-0"

RIGHT ELEVATION

C SCALE: 1/8" = 1'-0"

REAR ELEVATION

WILMINGTON, NC 28403

NOURISH NC

ADDRESS: 3606 MARKET STREET

PARCEL ID #: R04913-010-004-000

OWNER: NOURISH NC |

STEVE McCROSSAN, EXECUTIVE DIRECTOR

B

l1 - landscape

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