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