l1 - landscapeprotrak.wilmingtonnc.gov/ptdocuments/uploads/comments/... · 2020. 11. 13. · s...

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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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AutoCAD SHX Text1. 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.

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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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AutoCAD SHX TextMARKET STREET

AutoCAD SHX Text100' PUBLIC RIGHT OF WAY

AutoCAD SHX TextN 81°56'32" E 176.27'

AutoCAD SHX TextS 08°05'52" E 157.45'



AutoCAD SHX TextS 81°55'42" W 358.27' TOTAL

AutoCAD SHX TextN 08°06'41" W 333.46'

AutoCAD SHX TextS 81°56'32" W 264.25'

AutoCAD SHX Text25.00'

AutoCAD SHX TextEOP

AutoCAD SHX TextL&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

AutoCAD SHX TextGATES 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

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

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

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

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

AutoCAD SHX Text38'

AutoCAD SHX TextCRYPE MRYTLE

AutoCAD SHX TextDARLINGTON AVENUE

AutoCAD SHX TextEX. DRIVE








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AutoCAD SHX TextCITY OF WILMINGTON SIGHT DISTANCE TRIANGLE AASHTO SIGHT DISTANCE TRIANGLE 305' FROM TABLE 3-1 GREEN BOOK


AutoCAD SHX Text24" RCP

AutoCAD SHX TextEX. PARKING SPOTS = 150 SPACES HANDICAP SPACES = 3 SPACES








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AutoCAD SHX TextREMOVE PARKING SPOTS






AutoCAD SHX Text1348 SF

AutoCAD SHX TextAND CURB


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AutoCAD SHX TextJULY, 2020

AutoCAD SHX TextCONSULTING, PA

AutoCAD SHX TextPLANNING - ENGINEERING - PROJECT MANAGEMENT

AutoCAD SHX TextBDS

AutoCAD SHX Text142-001

AutoCAD SHX Text4

AutoCAD SHX TextNOURISH NC

AutoCAD SHX TextEXISTING CONDITIONS

AutoCAD SHX TextNOURISH NC PO BOX 3235 WILMINGTON, NC 28405

AutoCAD SHX TextVICINITY MAP

AutoCAD SHX TextSCALE: 1" = 1000'

AutoCAD SHX TextEXISTING CONDITIONS


AutoCAD SHX TextSTANDARD ASPHALT

AutoCAD SHX TextSTANDARD CONCRETE

AutoCAD SHX TextEXISTING SPOT ELEVATION

AutoCAD SHX TextWAVE STYLE BIKE RACK

AutoCAD SHX TextTREE PROTECTION FENCING

AutoCAD SHX TextSEE DETAIL

AutoCAD SHX Text8 BIKE SPOTS EACH

AutoCAD SHX TextPROPOSED SPOT ELEVATION

AutoCAD SHX TextDEMO PLAN


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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


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AutoCAD SHX Text100' PUBLIC RIGHT OF WAY







AutoCAD SHX TextEX. WATER METER

AutoCAD SHX TextEX. SIGN


AutoCAD SHX TextEOP






AutoCAD SHX TextEX. CB TOP = 37.9' INV = 31.8'

AutoCAD SHX Text24" SD


AutoCAD SHX Text18" CMP

AutoCAD SHX TextSD MANHOLE TOP = 37.8' INV (15") = 34.0' INV (24") = 31.4'

AutoCAD SHX TextEX. CB TOP = 37.0' INV = 31.5'

AutoCAD SHX TextSDMH TOP = 37.1' INV = 34.8'

AutoCAD SHX TextINV = 34.9' 18" CMP

AutoCAD SHX Text18" CMP

AutoCAD SHX TextCB TOP = 37.8' INV = 35.8'

AutoCAD SHX Text1640 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

AutoCAD SHX TextMOVE HANDICAP SPOTS RESTRIPE SEE DETAIL













AutoCAD SHX Text38'

AutoCAD SHX Text38'

AutoCAD SHX Text38'

AutoCAD SHX Text38'

AutoCAD SHX Text38'





AutoCAD SHX TextINV = 34.9' 18" CMP

AutoCAD SHX TextLIGHTS TO BE RELOCATED BY DUKE ENERGY

AutoCAD SHX TextNEW ISLAND REMOVE ASPHALT 6" RAISED CURB

AutoCAD SHX TextREMOVE ASPHALT 6" RAISED CURB

AutoCAD SHX Text10' X 10' DUMPSTER ENCLOSURE - 8' SHADOW BOX FENCE AND GATE

AutoCAD SHX Text19,690 SF LIMITS OF DISTURBANCE

AutoCAD SHX TextPROPOSED BIKE RACK 8 SPACES



AutoCAD SHX Text38'









AutoCAD SHX TextH

AutoCAD SHX TextY

AutoCAD SHX TextD

AutoCAD SHX TextH

AutoCAD SHX TextY

AutoCAD SHX TextD

AutoCAD SHX TextNEW ISLAND 6" RAISED CURB REMOVE ASPHALT 105 SF



AutoCAD SHX TextCUT CURB INSTALL NEW 5' SIDEWALK PAINT HANDICAP ACCESS ROUTE TO MUTCD STANDARDS

AutoCAD SHX TextSAWCUT EX. S/W AND INSTALL H/C ACCESS SEE DETAILS SHEET C3

AutoCAD SHX TextREMOVE ISLAND & MEDIAN PAVE WITH ASPHALT SWALE PAVEMENT TO 3' WEIR IN CURB

AutoCAD SHX TextEX. SDMH TOP = 37.1' INV = 34.8'

AutoCAD SHX Text3' GAP IN CURB WEIR INTO ISLAND

AutoCAD SHX TextREMOVE PARKING STRIPING

AutoCAD SHX TextNEW ISLAND REMOVE ASPHALT 6" RAISED CURB

AutoCAD SHX Text18 PARKING SPOTS









AutoCAD SHX Text3' GAP IN CURB WEIR INTO ISLAND

AutoCAD SHX TextINSTALL NEW 6" RAISED CURB

AutoCAD SHX TextH/C SIGN SEE DETAIL


AutoCAD SHX Text3,923 SF LIMITS OF DISTURBANCE

AutoCAD SHX TextC2

AutoCAD SHX TextBDS

AutoCAD SHX TextBDS




AutoCAD SHX TextBDS


AutoCAD SHX Text4


AutoCAD SHX TextSITE PLAN






AutoCAD SHX Text%%uSITE DATA

AutoCAD SHX TextADDRESS.............................. 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 TOTAL11,993 SF 11,993 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 (EX. REMAINING) 5,117 SF BUILDING (NEW ADDITION) 6,876 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) 77 SPOTS REMAINING AFTER IMPROVEMENTS 4 HANDICAP SPOTS REQUIRED 4 HANDICAP SPOTS PROVIDED 3 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 AND LANDSCAAPED UTILITY INFORMATION FACILITY WILL USE EXISTING SEWER AND WATER HOOKUPS. REDUCED DEMAND EXPECTED. ESTIMATED TRIP GENERATION









AutoCAD SHX Text%%UGENERAL NOTES

AutoCAD SHX Text1) 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

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

AutoCAD SHX TextLAND 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

AutoCAD SHX TextVOLUMES

AutoCAD SHX TextPEAK HOUR

AutoCAD SHX TextHOUR TRIPS

AutoCAD SHX TextHOUR TRIPS

AutoCAD SHX TextTRIPS

AutoCAD SHX TextENTER



AutoCAD SHX TextEXIT



AutoCAD SHX TextWAREHOUSE

AutoCAD SHX Text710

AutoCAD SHX Text0

AutoCAD SHX Text0

AutoCAD SHX Text4

AutoCAD SHX Text4

AutoCAD SHX Text4

AutoCAD SHX Text4

AutoCAD SHX Text10

AutoCAD SHX TextUTILITY PLAN


AutoCAD SHX TextOFFICE & INDUSTRIAL


AutoCAD SHX TextOFFICE & INDUSTRIAL

AutoCAD SHX TextRETAIL

AutoCAD SHX Text150

AutoCAD SHX Text49

AutoCAD SHX Text0

AutoCAD SHX Text0

AutoCAD SHX Text0

AutoCAD SHX Text0

AutoCAD SHX Text0

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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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AutoCAD SHX TextC3

AutoCAD SHX TextBDS

AutoCAD SHX TextBDS




AutoCAD SHX TextBDS


AutoCAD SHX Text4


AutoCAD SHX TextDETAILS


AutoCAD SHX Text20'

AutoCAD SHX Text10'

AutoCAD SHX Text10'

AutoCAD SHX TextHANDICAPPED

AutoCAD SHX Text%%UPARKING DETAIL

AutoCAD SHX Text%%UPARKING STALL

AutoCAD SHX Text%%UPARKING STALL

AutoCAD SHX TextN.T.S.

AutoCAD SHX TextSHADOW BOX FENCE DETAIL

AutoCAD SHX TextFRONT VIEW

AutoCAD SHX TextTOP VIEW

AutoCAD SHX Text6'-0"



AutoCAD SHX TextCONCRETE SIDEWALK

AutoCAD SHX TextSLOPE 1:12

AutoCAD SHX TextCURB

AutoCAD SHX TextTO CENTER SPACING.)

AutoCAD SHX Text0.2" HEIGHT, 2.35" CENTER

AutoCAD SHX TextTRUNCATED DOMES 0.9" DIA.,

AutoCAD SHX TextDETECTABLE WARNING (RAISED




AutoCAD SHX TextMAX.

AutoCAD SHX TextHANDICAPPED RAMP NOT TO SCALE

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DEEDED ACCESS

DB 1463 PG 1946

WB

- 40

IN

TER

ME

DIA

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EM

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' X 8

'

LOC

LOC

LOC

LOC

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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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(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

E

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AutoCAD SHX Text38'

AutoCAD SHX Text38'

AutoCAD SHX Text38'

AutoCAD SHX Text38'

AutoCAD SHX Text38'







AutoCAD SHX Text38'


AutoCAD SHX TextEX. CREPE MRYTLE







AutoCAD SHX TextEX. CEYPE MRYTLE



AutoCAD SHX TextEX. CEDAR

AutoCAD SHX TextEX. CEDAR

AutoCAD SHX TextEX. 2-3" BIRCH

AutoCAD SHX TextCREPE MRYTLE








AutoCAD SHX Text6" OAK


AutoCAD SHX Text4" PALM



AutoCAD SHX Text4" LELAND

AutoCAD SHX Text6" CRYPE MRYTLE

AutoCAD SHX Text12" PINE

AutoCAD SHX Text3-CRYPE M 3-6" PINE

AutoCAD SHX Text2-3" GUM

AutoCAD SHX Text3-3" PINE

AutoCAD SHX Text2-4" BRADFORD REMOVE

AutoCAD SHX Text6" GUM

AutoCAD SHX Text4" BRADFORD

AutoCAD SHX TextH

AutoCAD SHX TextY

AutoCAD SHX TextD

AutoCAD SHX TextH

AutoCAD SHX TextY

AutoCAD SHX TextD



AutoCAD SHX TextONE STORY BRICK

AutoCAD SHX TextBUILDING

AutoCAD SHX TextEX. 5,117 SF

AutoCAD SHX TextFFE 39.00

AutoCAD SHX Text2947 SF STREET YARD LANDSCAPING

AutoCAD SHX Text329 SF STREET YARD LANDSCAPING

AutoCAD SHX Text1 - PRO. CREPE MYRTLE

AutoCAD SHX Text5 - CREPE MYRTLE


AutoCAD SHX Text3 - DARLINGTON OAKS

AutoCAD SHX Text15 - PRO PRIVETS

AutoCAD SHX Text3 - PRO PRIVETS

AutoCAD SHX Text3 - PRO. CREPE MYRTLE

AutoCAD SHX Text18 - PRO HOLLIES

AutoCAD SHX TextREMAINING

AutoCAD SHX Text5 - CREPE MYRTLE

AutoCAD SHX Text4 - DARLINGTON OAKS


AutoCAD SHX Text10 - HOLLIES

AutoCAD SHX TextL1

AutoCAD SHX TextBDS

AutoCAD SHX TextBDS




AutoCAD SHX TextBDS


AutoCAD SHX Text4


AutoCAD SHX TextLANDSCAPE PLAN














AutoCAD SHX Text%%ULANDSCAPE NOTES

AutoCAD SHX TextEXISTING BUILDING =8,759 SF PROPOSED BUILDING = 11,993 SF EXPANSION = 37% TREES = 15 PER DISTURBED ACRE 18,846 SF/43,560 SF = 43% 15 X .43 = 7 TREES REQUIRED STREET YARD REQUIREMENTS BASED ON 37% EXPANSION FULL STREET YARD REQUIRED LOT WIDTH 176 FT - DRIVEWAY AT PROPERTY LINE 37.5 = 138.5 MULTIPLIER FOR O&I = 18 REQUIRED STREETYARD AREA = 18 X 138.5 = 2,493 SF REQUIRED MAX WIDTH = 27' MIN WIDTH = 9' 329 + 2,979 SF = 3308 SF PROVIDED 1 - CANOPY TREE OR 3 UNDERSTORY TREE PER 600 SF 6 SHRUBS PER 600 SF 3,308 / 600 = 6 MULTIPLER 6 - CANOPY TREES OR 18 UNDERSTORY 36 - SHRUBS REQUIRED 14- EXISTING CREPE MYRTLE 4 - CREPE MYRTLES PROPOSED 0 - EXISTING SHRUBS 18 - HOLLIES PROPOSED 18 - PRIVETS PROPOSED 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 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 7 OAKS (707 SF) + 14 CREPES (314 SF) = 4,949 + 4,396 = 9,345 SF OF ADDITIONAL SHADING TOTAL SHADING PROVIDED = 23,483 SF PROVIDED 23,483 SF PROVIDED PERIMETER LANDSCAPING PERIMETER LANDSCAPING NOT PROVIDED DUE TO AS BUILT CONDITIONS PARKING AREA SCREENING PARKING AREA SCREENING ALONG MARKET STREET AUGMENTED WITH THE ADDITION OF 36 SHRUBS 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.

AutoCAD SHX Text SHRUB/GRCVR. LAYOUT

AutoCAD SHX TextN.T.S.

AutoCAD SHX Text SHRUB/GRCVR. PLANTING DETAIL

AutoCAD SHX Text TREE PLANTING DETAIL

AutoCAD SHX TextPLANTING SCHEDULE

AutoCAD SHX TextCommon Name

AutoCAD SHX TextSize

AutoCAD SHX TextQty

AutoCAD SHX TextLARGE SHADE TREE

AutoCAD SHX TextSMALL SHADE TREE

AutoCAD SHX TextSHRUBS

AutoCAD SHX TextLigustrum recurre

AutoCAD SHX TextCommon Privet

AutoCAD SHX TextIlexx vomitoria "nana"

AutoCAD SHX Text38

AutoCAD SHX TextDwarf Yaupon Holly

AutoCAD SHX TextCrepe Myrtle Tuscarora

AutoCAD SHX TextLagerstroemia

AutoCAD SHX Text14

AutoCAD SHX Text8' HGHT

AutoCAD SHX Text21

AutoCAD SHX Text3 Gal.,3' HGHT

AutoCAD SHX TextDarlington Oak

AutoCAD SHX TextQuercus lauirifolm

AutoCAD SHX Text8' TO 10'HGHT

AutoCAD SHX Text7

AutoCAD SHX Text2.5" Cal.

AutoCAD SHX Text3 Gal.,3' HGHT

EAVE HT.

16'-0"

T.O. CONC. SLAB/SIDEWALK

BRICK VENEER BASE TO

TIE INTO EXISTING BRICK

& MATCH COLOR OF

EXISTING BRK.

HARD-COAT STUCCO FINISH

STOREFRONT TRANSOM WDWS.

STANDING SEAM MTL. ROOF

BRICK ROWLOCK WATERTABLE

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 & CONT.

MTL. FLASHING @ TOP

EXIST'G STRUCTURE

TO REMAIN

NEW MTL. BUILDING

6"

REPLACE EXISTING STOREFRONT AS

REQ'D., TYP. FOR ALL EXISTING GLAZING

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

EAVE HT.

16'-0"

T.O. CONC. SLAB

HARD-COAT STUCCO

FINISH

STOREFRONT WDWS. AT

WAREHOUSE OFFICE

STANDING SEAM MTL. ROOF

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

W/ STUCCO FINISH

13'-0"

24"

STOREFRONT

TRANSOM WDWS.

MTL. ROOF PANEL OF NEW MTL. BUILDING

TO DIE INTO STEPPED MASONRY WALL -

VERIFY ADDITIONAL STRUCTURE IS NOT

NEEDED WHERE NEW MEETS EXISTING

ENSURE PROPER CONTINUOUS FLASHING

IN ALL AREAS WHERE NEW MTL. BUILDING

MEETS EXISTING STRUCTURE/MASONRY

EXIST'G STRUCTURE

TO REMAIN

NEW MTL. BUILDING

6"

REPLACE EXISTING STOREFRONT AS

REQ'D., TYP. FOR ALL EXISTING GLAZING

EAVE HT.

SIDEWALK

16'-0"

16'-10

1 4

"

HARD-COAT STUCCO

FINISH

STOREFRONT TRANSOM

WDWS.

NEW DBL. MAN DOOR

EA. SIDE OF REAR

NEW OVERHEAD DOOR

EA. SIDE @ REAR

11'-8"

3'-4"

BRICK VENEER BASE TO

WRAP CORNER OF

BUILDING & TERMINATE AT

DOOR

EAVE HT. BEYOND,

FIELD VERIFY REQ'D EAVE

HT. @ EXIST'G WALL

T.O. CONC. SLAB/

12

.5

1'-6"

1'-6"

3'-8"

A3.1

ELEVATIO

NS

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

12 N

OVEM

BER 2020

DATE:

REVIS

ION

:

WIL

MIN

GTO

N N

C 2

8403

3142 W

RIG

HTS

VIL

LE A

VEN

UE

EM

AIL

: G

A@

GO

OD

RIC

HAR

CH

ITEC

TU

RE.C

OM

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

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