W MARTIN STS W

EST S

T

W DAVIE ST

S HAR

RING

TON

ST

COMM

ERCE

PL

S DAW

SON

ST

S WES

T ST

Zoning:CAC:

Drainage Basin:Acreage:

Square Feet:

IND-1CentralRocky Branch0.2850,000

0 490245 Feet

Planner:Phone:

Applicant:Phone:

Meade Bradshaw(919) 996-2664319 West, LLC(919) 300-6917

¯319 WEST STREET REDEVELOPMENTSR-3-2016

N02°11'56"E 132.00'

S87°48'04"E 210.00'

S02°11'56"W 84.20'

S87°40'58"E 63.80'

N02°11'53"E 47.80'

N86°42'57"W

146.42'

N02°20'27"E 80.00'

S87°50'52"E 146.19'

N87°48'07"W 63.80'

S02°11'56"W 160.00'

24"R

CP

TOC=308.27'

IN=306.67'

OUT=300.07'

12"RC

P

RIM=309.95'

IN(N)=305.25'

IN(W)=305.34'

OUT=305.10'

RIM=307.91'

IN=303.21'

OUT=303.16'

8

"

C

L

A

Y

8

"

C

L

A

Y

RIM=308.97'

IN(W)=303.14'

IN(SW)=303.27'

OUT=303.05'

8

"P

V

C

RIM=310.12'

IN(N)=302.47'

IN(E)=301.82'

IN(W)=301.87'

OUT=301.57'

8"CLAY

RIM=308.30'

IN=305.40'

OUT=305.35'

EIP

EIP

2 STORY

BRICK BUILDING

2 STORY

BRICK BUILDING

N/F

CENTER LINE

PROPERTIES LLC

D.B. 11634, PG. 1048

PIN 1703571786

N/F

319 WEST LLC

D.B. 15910, PG. 341

PIN 1703570766

2 STORY

WOOD BUILDING

(CURRENTLY BEING

DEMOLISHED)

N/F

SPERRY & OTTO LLC

D.B. 9715, PG. 400

PIN 1703570622

N/F

SPERRY & OTTO LLC

D.B. 9750, PG. 1358

PIN 1703570692

N/F

OTHO C. &

JULIA V. COZART

D.B. 6378, PG. 585

PIN 1703571677

N/F

SPERRY & OTTO LLC

D.B. 9715, PG. 400

PIN 1703479662

N/F

409 WEST MARTIN

LANDLORD LLC

D.B. 14074, PG. 1179

PIN 1703570886

1

0

"

C

L

A

Y

S02°11'53"W 82.89'

WOOD

PLANTER

WOOD

DECK

BUILDING

OVERHANG

WOOD

PLANTER

6" WOOD WALL

A/C UNIT

WOOD PLANTER

ASPHALT

PARKING

ASPHALT

PARKING

AREA

UNDER

CONSTRUCTION

PARKING

STOPS (TYP.)

HEDGEROW

6" CONCRETE WALL

BUILDING

OVERHANG

PICNIC

TABLES (TYP.)

DECORATIVE

OVERHAND LIGHTS

ASPHALT

PARKING

ASPHALT

PARKING

PARKING

STOPS (TYP.)

SUPPORT

COLUMN (TYP.)

N02°11'53"E 29.44'

A/C UNIT

WITH VENT

8" TIMBER

S. W

ES

T S

T.

66' P

UB

LIC

R

/W

S. H

AR

RIN

GT

ON

S

T.

66' P

UB

LIC

R

/W

10"C

LA

Y

BUILDING OVERHANG

1

2

" C

O

N

C

. W

A

L

L

12' BLOCK WALL

2' BRICK WALL

12" BRICK WALL

TIMBER

PARK STOPS (TYP.)

RIP

RAP

TE

MP

OR

AR

Y C

HA

IN LIN

K F

EN

CE

TE

MP

OR

AR

Y C

HA

IN

LIN

K F

EN

CE

N02°11'56"E 132.00'

S87°48'04"E 210.00'

S02°11'56"W 84.20'

S87°40'58"E 63.80'

N02°11'53"E 47.80'

N86°42'57"W

146.42'

N02°20'27"E 80.00'

S87°50'52"E 146.19'

N87°48'07"W 63.80'

S02°11'56"W 160.00'

S02°11'53"W 82.89'

N02°11'53"E 29.44'

C15119

01.15.2016

1 01.15.2016 1st SITE PLAN SUBMITTAL

Client:

Vicinity map:

Issued for:

Title:

Sheet:Project number:

Date:

Drawn by:

Approved by:

Project:

319 WEST ST

REDEVELOPMENT

Date Description

PRELIMINARY

SITE PLAN

No.

Seal:

319 WEST, LLC

310 S. HARRINGTON STREET

RALEIGH, NC 27603

T: 919.300.6917

SURVEY NOTES:

1. REFER TO C3.00 FOR GENERAL NOTES.

2. THIS SURVEY MAP IS INTENDED TO REPRESENT THE EXISTING CONDITIONS/TOPOGRAPHY ON A PORTION OF THE

PROPERTY AND ALL ENCUMBRANCES UPON THE PROPERTY MAY NOT BE SHOWN.

3. HORIZONTAL DATUM IS NAD 83-2011 AND VERTICAL DATUM IS NAVD88.

4. THIS DRAWING DOES NOT CONFORM TO N.C. GS47-30 AND THEREFORE IS NOT FOR RECORDATION.

5. UTILITIES SHOWN HEREON ARE BASED SOLELY ON ABOVE-GROUND VISIBLE EVIDENCE. NO UTILITY

DESIGNATION/MARKING SERVICES WERE PERFORMED AS A PART OF THIS SURVEY. CONTRACTOR SHALL FIELD

VERIFY THE LOCATION OF ALL UTILITIES BEFORE COMMENCING CONSTRUCTION.

6. SURVEY INFORMATION BASED ON FIELD SURVEY BY COMPLETED ON .

7. TREES SHOWN HEREON MAY NOT REPRESENT ALL VEGETATION ON THE SUBJECT PROPERTY.

8. THE SUBJECT PROPERTY LIES IN ZONES X (AREA DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE AND

FUTURE CONDITIONS 1% ANNUAL CHANCE FLOODPLAIN). BASED ON THE FLOOD INSURANCE RATE MAP

COMMUNITY MAP NUMBER 372017370J DATED MAY 2, 2006.

9. NO WETLANDS HAVE BEEN IDENTIFIED WITHIN THE PROJECT OR PARCEL SHOWN.

10. SITE ADDRESS: 319 S. WEST STREET RALEIGH, NC

0 10 20 40

1"= 20'

NORTH

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EXISTING

CONDITIONS

SURVEY CONTROL POINT

EXISTING IRON PIPE

EXISTING CONCRETE MONUMENT

STORM DRAIN MANHOLE

SANITARY SEWER MANHOLE

SANITARY SEWER CLEANOUT

HYDRANT

WATER VALVE

WATER METER

WATER MANHOLE

WELL

GAS VALVE

GAS METER

TELEPHONE MANHOLE

TELEPHONE PEDESTAL

TV MANHOLE

TV PEDESTAL

ELECTRIC MANHOLE

ELECTRIC BOX

UTILITY POLE

GUY WIRE

LIGHT POLE

TRAFFIC SIGNAL BOX

BOLLARD

SIGN

FINISHED FLOOR ELEVATION

UNDERGROUND TELEPHONE LINE

UNDERGROUND FIBER OPTIC LINE

UNDERGROUND GAS LINE

UNDERGROUND ELECTRIC LINE

UNDERGROUND WATER LINE

SANITARY SEWER LINE

STORM DRAIN LINE

OVERHEAD WIRES

UNIDENTIFIED LINE

EIP

ECM

DIP

PVC

HDPE

RCP

CMP

CB

T

FO

G

E

W

SS

OHW

U

DUCTILE IRON PIPE

POLYVINYL CHLORIDE PIPE

HIGH-DENSITY POLYETHYLENE PIPE

REINFORCED CONCRETE PIPE

CORRUGATED METAL PIPE

CATCH BASIN

CATV

TPED

GM

WM

TRAFFIC SIGNAL POST

GV

ELECTRIC METER

MONITORING WELL

UNKNOWN DESTINATION

FIBER OPTIC WITNESS POST

BORING LOCATION

SANITARY FORCEMAIN VALVE

STORM DRAIN CURB INLET

COMPUTED POINT

FIBER OPTIC BOX

GUY POLE

MANHOLE

DECIDUOUS TREE

EVERGREEN TREE

BUSH

WIRE FENCE

CHAIN LINK FENCE

CONCRETE SURFACE

WV

FOWP

EM

MW

BOR

DOWNSPOUT

RIGHT-OF-WAY

SURVEY LEGEND

EIP

EIP

2 STORY

BRICK BUILDING

N/F

CENTER LINE

PROPERTIES LLC

D.B. 11634, PG. 1048

PIN 1703571786

N/F

319 WEST LLC

D.B. 15910, PG. 341

PIN 1703570766

N/F

SPERRY & OTTO LLC

D.B. 9715, PG. 400

PIN 1703570622

WOOD

PLANTER

WOOD

DECK

BUILDING

OVERHANG

WOOD

PLANTER

6" WOOD WALL

SUPPORT

COLUMN (TYP.)

S. W

ES

T S

T.

66' P

UB

LIC

R

/W

1

2

" C

O

N

C

. W

A

L

L

2' BRICK WALL

12" BRICK WALL

TE

MP

OR

AR

Y C

HA

IN LIN

K F

EN

CE

PROPOSED BUILDING

FFE 299.0

FUTURE LOCATION OF

TREE GRATE

(SEPARATE PROJECT BY

OTHERS)

PROPOSED TREE GRATE

(TO MATCH EXISTING)

PROPOSED WALL

(DESIGNED BY OTHERS)

PROPOSED SEATWALL

AND PLANTER

PROPOSED CONCRETE

SIDEWALK PER COR

STANDARDS

12' WALL WITH

RAILING

PROPOSED PEDESTRIAN

HARDSCAPE WITH

AGGREGATE EDGING

PROPOSED METAL

STAIRS WITH REFUSE

STORAGE UNDERNEATH

PROPOSED PEDESTRIAN

HARDSAPE FINAL

LAYOUT AND FINISH TO

BE DETERMINED

ACCESS DOOR AT

LEVEL 2

PROJECT LIMITS

SEAT WALL

AT GRADE MAIN

BUILDING ENTRANCE

AT GRADE SIDE

BUILDING ENTRANCE

11.68'

7.98'

15.61'

6'

5'

5.00'

10.05'

10.52'

11.30'

19.00'

14.01'

28.97'

80.49'

47.94'

22.00'

8'

5'-0

1

2

"

PROPOSED SHORT

TERM BIKE PARKING

SEAT WALL

EXTENTS OF OPEN

SPACE(1218 SF)

10' RETAINING WALL

PROPOSED

METAL STAIRS

PA

PA

PA

PA

PA

BUILDING OVERHANG

SITE LEGEND

PROPOSED BUILDING

PROPOSED CONCRETE SIDEWALK

PROPOSED CONCRETE PAVERS

PROPOSED KEYSTONE WALL

PROPOSED LIGHT

PROPOSED BIKE RACK

PROPOSED BENCH

PROPOSED TREE GRATE

PLANTED AREA

GENERAL NOTES:

1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN COMPLIANCE WITH THE OFFICE OF STATE CONSTRUCTION, DEPARTMENT

OF INSURANCE, NCDENR, AND ALL OTHER APPLICABLE LOCAL, STATE AND FEDERAL GUIDELINES. ALL UTILITY CONSTRUCTION SHALL

COMPLY WITH APPLICABLE LOCAL JURISDICTIONAL STANDARDS AND SPECIFICATIONS.

2. EXISTING SURVEY INFORMATION INCLUDING TOPOGRAPHIC INFORMATION PROVIDED BY STEWART , UNLESS OTHERWISE NOTED. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF ANY WORK. THE

CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES OR CONFLICTS.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING, COORDINATING AND PAYMENT FOR ALL NECESSARY LOCATING SERVICES

INCLUDING INDEPENDENT LOCATING SERVICES. THE CONTRACTOR SHALL PROVIDE NOTICE OF EXCAVATION TO NOTIFICATION CENTER

AND FACILITY OWNERS (PER NC STATUTE) NO LESS THAN 3 BUSINESS DAYS AND NO MORE THAN 12 WORKING DAYS PRIOR TO BEGINNING

DEMOLITION, EXCAVATION OR ANY OTHER FORM OF CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S

REPRESENTATIVE OF ANY DISCREPANCIES OR CONFLICTS. NO EXCAVATION OR DEMOLITION SHALL BE STARTED WITHOUT ALL UTILITIES

BEING LOCATED.

4. ALL SUB-SURFACE UTILITIES IDENTIFIED ON THE CONSTRUCTION DOCUMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATION BASED ON

SURVEY INFORMATION GATHERED FROM FIELD INSPECTION AND/OR ANY OTHER APPLICABLE RECORD DRAWINGS WHICH MAY BE

AVAILABLE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES OR CONFLICTS.

5. EXISTING IMPROVEMENTS DAMAGED OR DESTROYED BY THE CONTRACTOR DURING CONSTRUCTION SHALL BE RESTORED OR REPLACED

TO ORIGINAL CONDITION AND TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE AT THE CONTRACTOR'S EXPENSE.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND COORDINATING PERMITS, INSPECTIONS, CERTIFICATIONS AND OTHER

REQUIREMENTS WHICH MUST BE MET UNDER THIS CONTRACT.

7. THE CONTRACTOR SHALL MAINTAIN “AS-BUILT” DRAWINGS TO RECORD THE ACTUAL LOCATION OF ALL PIPING PRIOR TO CONCEALMENT,

VALVE AND MANHOLE CHANGES, AND HARDSCAPE OR LANDSCAPE CHANGES. DRAWINGS SHALL BE PROVIDED TO THE OWNER'S

REPRESENTATIVE AT REGULAR INTERVALS, OR AS REQUESTED THROUGHOUT THE PROJECT FOR RECORD KEEPING.

8. IF DEPARTURES FROM THE PROJECT DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH

DEPARTURES AND REASONS THERE OF SHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR REVIEW. NO DEPARTURES FROM

THE CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE OWNER'S REPRESENTATIVE.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY EXISTING UTILITY LINES REQUIRED TO COMPLETE ANY PORTION

OF CONSTRUCTION. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE COORDINATION AND COSTS OF THE RELOCATION AND

ASSOCIATED WORK.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE PREMISES FREE FROM ACCUMULATIONS OF WASTE MATERIALS AND

RUBBISH CAUSED BY THE CONTRACTOR. ALL DEBRIS SHALL BE REMOVED FROM THE PROJECT SITE ON A DAILY BASIS.

11. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND/OR METHODS ASSOCIATED WITH THE PROJECT

AS SET FORTH IN THESE PLANS.

12. ROADWAYS (TEMPORARY OR PERMANENT) MUST BE CAPABLE OF SUPPORTING FIRE FIGHTING APPARATUS (85,000 LBS) DURING ALL

PHASES OF CONSTRUCTION ONCE VERTICAL CONSTRUCTION HAS BEGUN.

SITE NOTES:

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF THE CONSTRUCTION LAYDOWN AREA,

PERIMETER FENCE, AND ASSOCIATED GATES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE REMOVAL OF THE

CONSTRUCTION LAYDOWN AREA PERIMETER FENCE AND ASSOCIATED GATES AT THE COMPLETION OF THE PROJECT.

2. THE CONTRACTOR SHALL REFERENCE THE DESIGN PLANS FOR DIMENSIONS, JOINT LOCATIONS, AND INLAY SPECIFICATIONS NEAR

BUILDINGS AND IN COURTYARDS. CONTRACTOR SHALL PROVIDE JOINTS IN WALKWAYS AND HARDSCAPE PER DETAILS OR AS INDICATED

ON LANDSCAPE/HARDSCAPE PLAN SHEETS.

OR

3. THE CONTRACTOR SHALL REFERENCE THE ARCHITECTURAL PLANS FOR DIMENSIONS, JOINTS AND INLAY SPECIFICATIONS NEAR THE

BUILDING AND COURTYARD. THE CONTRACTOR SHALL PROVIDE JOINTS IN WALKWAYS EVERY TEN (10) FEET MAXIMUM, OR AS INDICATED

ON ARCHITECTURAL PLANS SHEETS.

6. ALL CONSTRUCTION TRAFFIC SHALL ENTER SITE FROM ______ UNLESS OTHERWISE APPROVED IN WRITING FROM THE OWNER'S

REPRESENTATIVE FOR AN ALTERNATE POINT OF ACCESS.

7. REFER TO ARCHITECTURAL PLANS FOR BUILDING INFORMATION.

8. ALL DIMENSIONS ARE IN RADII TO OUTSIDE FACE OF BUILDINGS, TO CENTERLINES, AND/OR FACE OF CURB UNLESS OTHERWISE NOTED.

9. WHERE SIDEWALK OR WALKWAYS ARE ADJACENT TO PARKING SPACES THE WALKWAY SHALL BE A MINIMUM 6.5' WIDE AS MEASURED

FROM THE FACE OF CURB.

10. MAXIMUM RUNNING SLOPE FOR WALKING SURFACES CANNOT BE GREATER THAN 1:20 AND CROSS SLOPES CANNOT BE GREATER THAN

1:48. HANDICAP SPACES SURFACE SLOPES SHALL NOT EXCEED 1:48 IN ALL DIRECTIONS.

11. SIGHT TRIANGLES - NOTHING OVER 30" HIGH SHALL BE ALLOWED WITHIN THE SIGHT DISTANCE TRIANGLES.

12. THE SITE SHALL BE FULLY STABILIZED (85% COVERAGE) PRIOR TO ISSUANCE OF A BUILDING CERTIFICATE OF OCCUPANCY OR PROJECT

APPROVAL

13. HANDICAP RAMPS SHALL BE INSTALLED PER LATEST EDITION OF THE NC BUILDING CODE AND ANSI 117.11 WITH DETECTABLE WARNING

DOMES. SEE DETAILS AND GRADING SPOT ELEVATIONS, IF EXISTING CONDITIONS PRECLUDE THE ABILITY TO PROVIDE A MAXIMUM SLOPE

1

12

FOR 6-FEET OR A MAXIMUM CROSS SLOPE OF 1:48 CONTRACTOR SHALL NOTIFY ENGINEER OR OWNER REPRESENTATIVE PRIOR TO

INSTALLATION.

14. AS-BUILT DOCUMENTATION REQUIREMENTS: PRIOR TO ISSUANCE OF A BUILDING CERTIFICATE OF OCCUPANCY OR PROJECT APPROVAL

THE CONTRACTOR SHALL PROVIDE AS-BUILT DRAWINGS (IN BOTH PAPER AND ELECTRONIC FORMAT (CAD / PDF) PREPARED AND SEALED

BY A PROFESSIONAL LAND SURVEYOR SHOWING ALL SURFACE FEATURES INCLUDING, BUT NOT LIMITED TO: HARDSCAPE, PAVEMENT,

WALKWAYS, CURB & GUTTER, STRIPING, MANHOLES, CATCH BASINS, HYDRANTS, VALVES, METERS, BACKFLOW HOT BOX(ES), CLEANOUTS,

RETAINING WALLS, TRANSFORMERS, LANDSCAPING, AND TREES. UTILITY AS-BUILTS SHALL INCLUDE PIPE AND STRUCTURE INVERT

ELEVATIONS, SLOPES, MATERIAL, AND SIZE FOR ALL UTILITIES INSTALLED AS PART OF THE PROJECT.

15. THE TESTING AGENCY SHALL BE RESPONSIBLE FOR PROVIDING THE ASPHALT AND CONTRACTOR CERTIFICATION MEMO TO NCDOT FOR

ALL ROADWAY IMPROVEMENTS WITHIN THE PUBLIC RIGHT-OF-WAY.

BIKE RACK NOTES:

BICYCLE RACKS (15 SPACES) WILL BE PROVIDED (SHORT TERM = 5 SPACES PROVIDED NEAR FRONT ENTRANCE

UNDER BUILDING OVERHANG ; LONG TERM = 10 SPACES PROVIDED INTERNAL TO THE BUILDING).

INVERTED U TYPE BIKE RACKS WILL BE PROVIDED.

C15119

01.15.2016

1 01.15.2016 1st SITE PLAN SUBMITTAL

Client:

Vicinity map:

Issued for:

Scale:

Title:

Sheet:Project number:

Date:

Drawn by:

Approved by:

Project:

319 WEST ST

REDEVELOPMENT

Date Description

PRELIMINARY

SITE PLAN

No.

Seal:

319 WEST, LLC

310 S. HARRINGTON STREET

RALEIGH, NC 27603

T: 919.300.6917

CITY OF RALEIGH

All Construction must be in accordance with all Local,

State, andFederal Rules and Regulations.

TRANSPORTATION SERVICES_______________________

PUBLIC UTILITIES______________________________

STORMWATER________________________________

PLANNING____________________________________

FIRE _________________________________________

URBAN FORESTRY _________________________________

P/A

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SITE PLAN

NBC

JLW

NORTH

5 10 200

1"= 10'SCALE:

OPEN SPACE NOTES:

1219 SF (0.028 AC) WILL BE PROVIDED.

34 LF SEATING PROVIDED (25 LF REQUIRED)

7 TREES PROVIDED (2 REQUIRED)

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

C15119

01.15.2016

1 01.15.2016 1st SITE PLAN SUBMITTAL

Client:

Vicinity map:

Issued for:

Title:

Sheet:Project number:

Date:

Drawn by:

Approved by:

Project:

319 WEST ST

REDEVELOPMENT

Date Description

PRELIMINARY

SITE PLAN

No.

Seal:

319 WEST, LLC

310 S. HARRINGTON STREET

RALEIGH, NC 27603

T: 919.300.6917

LANDSCAPING NOTES:

1. ALL TREES TO BE A MINIMUM OF 2" IN CALIPER AND MUST MEET THE AMERICAN STANDARD FOR NURSERY STOCK.

2. TREE PROTECTION NOTE: TREE PROTECTION FENCING MUST BE IN PLACE PRIOR TO ANY DEMOLITION, LAND DISTURBANCE OR ISSUANCE

OF A GRADING PERMIT AND SHALL INCLUDE WARNING SIGNS POSTED IN BOTH ENGLISH AND SPANISH, AS FOLLOWS: "NO

TRESPASSING/TREE PROTECTION AREA/PROHIBIDO ENTRAR / ZONA PROTECTORA PARA LOS ÁRBOLES."

3. PROTECTION OF EXISTING VEGETATION: AT THE START OF GRADING INVOLVING THE LOWERING OF EXISTING GRADE AROUND A TREE OR

STRIPPING OF TOPSOIL, A CLEAN, SHARP, VERTICAL CUT SHALL BE MADE AT THE EDGE OF THE TREE SAVE AREA AT THE SAME TIME AS

OTHER EROSION CONTROL MEASURES ARE INSTALLED. THE TREE PROTECTION FENCING SHALL BE INSTALLED ON THE SIDE OF THE CUT

FARTHEST AWAY FROM THE TREE TRUNK AND SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION IN THE VICINITY OF THE TREES IS

COMPLETE. NO STORAGE OF MATERIALS, FILL, OR EQUIPMENT AND NO TRESPASSING SHALL BE ALLOWED WITHIN THE BOUNDARY OF

THE PROTECTED AREA.

4. ROOT ZONE PROTECTION AREA: VARIES BASED ON LOCAL JURISDICTION HAVING AUTHORITY. CONTRACTOR SHALL COMPLY WITH LOCAL

JURISDICTIONAL REQUIREMENTS. NO DISTURBANCE ALLOWED WITHIN THIS AREA. AREA MUST BE PROTECTED WITH BOTH TREE

PROTECTION FENCING AND WARNING SIGNS.

5. SEED BED PREPARATION: ALL AREAS TO BE SEEDED ARE TO BE RECEIVE A MINIMUM OF 2" OF APPROVED TOPSOIL. ALL DEBRIS, ROCKS,

ETC. LARGER THAN .5" ARE TO BE REMOVED. ALL LARGE CONCENTRATIONS OF GRAVEL & DEBRIS REGARDLESS OF SIZE ARE TO BE

REMOVED PRIOR TO SEEDING OR PLANTING.

6. ALL PLANT BED AREAS ARE TO RECEIVE A MINIMUM OF 6" OF APPROVED TOPSOIL.

7. SOIL SHOULD BE TESTED AND AMENDED WITH LIME AND FERTILIZER FOR HARDWOOD TREES ACCORDING TO NCDA PROCEDURES.

SCARIFY PLANT PIT WALLS. CONSULT LANDSCAPE ARCHITECT FOR ALTERNATE COMPLIANCE.

8. SHREDDED HARDWOOD MULCH 3" DEEP EXCEPT AT CROWN OF PLANT UNLESS OTHERWISE NOTED. FLARE AT CROWN SHOULD BE

REVEALED. BACKFILL CONSISTS OF THOROUGHLY BROKEN UP NATIVE SOIL. TOTAL VOLUME OF BACKFILL SHOULD BE AMENDED WITH UP

TO ONE THIRD PINE BARK MULCH. PIECES SHOULD BE NO LARGER THAN WHAT PASSES THROUGH A ONE INCH SCREEN. IF ADDITIONAL

SOIL IS REQUIRED FOR BACKFILL DUE TO DETRIMENTAL SUBSOIL DRAINAGE CONDITIONS, USE SOIL SIMILAR TO EXISTING NATIVE SOIL.

ADDITIONAL SOIL TO BE APPROVED BY LANDSCAPE ARCHITECT. MAXIMUM SAUCER HEIGHT IS 6 INCHES.

9. TOP OF ROOTBALL TO BE RAISED 2-3 INCHES ABOVE EXISTING GRADE.

10. FOR B&B PLANTS, NATURAL FIBER BURLAP SHOULD BE TURNED DOWN BY 1/3 TOTAL HEIGHT OF ROOT BALL. PLASTIC FIBER BURLAP AND

WIRE BASKETS SHOULD BE REMOVED TO 2/3'S OF TOTAL HEIGHT OF ROOT BALL.

11. CONTRACTOR IS RESPONSIBLE FOR KEEPING THE TREE UPRIGHT AND PLUMB THROUGHOUT THE WARRANTY PERIOD. IF STABILIZATION

IS NECESSARY SEE STAKING IN TREE DETAIL, ORANGE FLAGGING TAPE SHOULD BE ATTACHED TO SUPPORT WIRE. STAKING SHOULD BE

REMOVED BY CONTRACTOR AT END OF ONE YEAR WARRANTY PERIOD OR AS DIRECTED BY GROUNDS MANAGEMENT.

12. USE STANDARD "GATOR" BAGS FOR WATERING TREES IN AREAS NOT UNDER IRRIGATION. INCORPORATE TERRA-SORB (OR EQUAL) AS

PER MANUFACTURERS RECOMMENDATIONS, FOR AREAS NOT UNDER IRRIGATION.

13. USE "BIO-BARRIER" OR EQUIVALENT ACCORDING TO MANUFACTURER'S RECOMMENDATION FOR TREES THAT WILL BE PLANTED WITHIN

10' OF PAVEMENT

14. LANDSCAPING/C.O. STANDARDS NOTE: ALL LANDSCAPING MUST BE IN PLACE PRIOR TO REQUEST FOR A CERTIFICATE OF COMPLIANCE.

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5, 2

01

6 - 9

:4

2a

m

L1.00

PLANTING

PLAN

NBC

JLW

5 10 200

1"= 10'

NORTH

4 - AMUR MAPLE 'FLAME'

4 - EUROPEAN HORNBEAM

3 - ITALIAN CYPRESS

TREES QTY. BOTANICAL NAME COMMON NAME CONT CAL REMARKS

ACGF 4 ACER TATARICUM SPP. GINALA 'FLAME' AMUR MAPLE 'FLAME' B & B 2" UNIFORM CENTRAL LEADER

CABE 4 CARPINUS BETULUS 'FASTIGIATA' EUROPEAN HORNBEAN B & B 2" UNIFORM CENTRAL LEADER

CUSE 3 CUPRESSES SEMPERVIRENS ITALIAN CYPRESS B & B 2" UNIFORM CENTRAL LEADER