ATLA

NTIC

AVE

E MILLBROOK RD

SEGO CT

LACY

AVE

OLD W

AKE F

OREST

RD

SECOND ST

LEAF

CRES

T CT

Zoning:CAC:

Drainage Basin:Acreage:

Square Feet:

CX-3-PLNorthMarsh Creek1.7396,905

0 600300 Feet

Planner:Phone:

Applicant:Phone:

Michael Walters(919) 996-2636Sifen, Inc(757)-615-9191

¯SIFEN SELF STORAGE FACILITYSR-17-2016

SAWCUT AND REMOVEPAVEMENT

SAWCUT ANDREMOVE

SIDEWALK

SAWCUT AND REMOVEPAVEMENT

LOD

LOD

LOD

LOD

LODLOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LODLOD

LODLOD

LOD

LOD

LOD LOD LODLOD

LOD

LODLOD

LODLOD

LODLOD

LODLOD

LODLOD

LODLOD

LOD LOD

LOD

LODLOD

LODLOD

LODLOD

LOD

LOD

LOD

LODLOD

LODLOD

LOD

LOD

LOD

LOD

LODLODLODLOD

LODLODLODLODLODLODLODLODLODLODLODLOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

SAWCUTAND REMOVEPAVEMENT

LODLOD

LODLOD

LODLOD

LOD LOD LOD

LOD

LOD

LOD

LOD

LOD

LODLODLOD

SAWCUT AND REMOVEPAVEMENT

SEGO STORAGE LLC DB 016137 PG 00220

BM 2009 PG 20PIN# 1716749645

AREA 94648 S.F. 2.17 AC.LAND USE: VACANT

N/F LOCKE I LLCDB 6872 PG 138BM 1987 PG 1584PIN# 1716749368AREA: 0.75 ACLAND USE:

COMMERCIAL

SEGO STORAGE LLCDB 016122 PG 02095

BM 2009 PG 20PIN# 1716746669

AREA 51691 S.F. 1.19 AC.LAND USE: VACANT

N/F DAVIS BUILDING CO. INC.DB 13400 PG 2648

BM 2009 PG 20PIN# 1716747957

LAND USE: VACANT

N/F AMERICAN PROPERTIESHOLDINGS LLCDB 6765 PG 594PIN# 1716745560

LAND USE: COMMERCIAL

SEGO STORAGE LLCDB 016178 PG 02692

BM 1998 PG 1197PIN# 1716840891

LAND USE:COMMERCIAL

SEGO COURT

E. MILLBROOK ROAD

CeB2

CeB2

ApC2

SEGO STORAGE LLC DB 016137 PG 00220 BM

1990 PG 1410PIN# 1716748428

AREA 27886 S.F. 0.64 AC.LAND USE:

COMMERCIAL

AT

LA

NT

IC A

VE

NU

E

X

XX

X

X

X X

REVISIONS

REV DATE COMMENT BY

LOCATION OF SITE

FOR

PROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:

SHEET NUMBER:

SHEET TITLE:

PROJECT:

NCR152003PMAMAR

3/3/16

PRELIMINARYSITE PLAN

SIFEN, INC. -SEGO COURT

1901 SEGO COURTWAKE COUNTY

CITY OF RALEIGH, NC

CONSTRUCTIONNOT APPROVED FOR

KNOW WHAT'S BELOWALWAYS CALL 811

BEFORE YOU DIGIt's fast. It's free. It's the law.

NC, PLLC NCBELS P-11324011 WESTCHASE BLVD., SUITE 290

RALEIGH, NC 27607Phone: (919) 578-9000Fax: (919) 703-2665

NC@BohlerEng.com

SU

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CT

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CIV

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LA

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PR

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ES

TM

NEW

EN

GLA

ND

UPS

TATE

NEW

YO

RK

NEW

YO

RK,

NY

LEH

IGH

VAL

LEY,

PA

SOU

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STER

N, P

A

SOU

THER

N M

ARYL

AND

BALT

IMO

RE,

MD

TAM

PA, F

L

CEN

TRAL

VIR

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IA

CH

ARLO

TTE,

NC

RAL

EIG

H, N

C

NO

RTH

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NEW

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LOR

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BOST

ON

, MA

PHIL

ADEL

PHIA

, PA

NEW

YO

RK

MET

RO

1" = 30'SS0

C-1.0

1"= 30'

0 307.51530

EXISTING CONDITIONS NOTES:1. REFER TO GENERAL NOTES, SHEET C-0.1

2. EXISTING ZONING FOR PARCELS:PIN: 1716840891 - I-1 INDUSTRIALPIN: 1716749645 - I-1 INDUSTRIALPIN: 1716746669 - I-1 INDUSTRIALPIN: 1716748428 - I-1 INDUSTRIALPIN: 1716749368 - I-1 INDUSTRIAL

3. ALL ELEVATIONS ARE IN REFERENCE TO THE CONTROL BENCHMARK AT N764388.039', E2117737.356' WITH ANELEVATION OF 296.361', BASED ON NAD 83 DATUM.

3. THERE ARE NO WETLANDS OR STREAMS ON THIS SITE.

4. PER GEOTECH, NO ALLUVIAL SOILS WERE FOUND ON SITE.

5. FLOOD NOTE: THIS PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD ZONE, BASED ON FEMA FIRMPANELS #3720171600J DATED 05/02/2006

6. THE SITE IS NOT LOCATED IN ANY OVERLAY DISTRICTS

GENERAL DEMOLITION NOTES:1. THIS PLAN REFERENCES DOCUMENTS AND INFORMATION BY:

"SURVEY FOR: SIFEN INC., ALTA/ACSM LAND TITLE SURVEY"M-III, PLLC970 TRINITY ROADRALEIGH, NC 27607DATED: 09/25/15

2. CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE OCCUPATIONAL SAFETYAND HEALTH ACT OF 1970, (29 U.S.C. 651 et seq.), AS AMENDED AND ANY MODIFICATIONS, AMENDMENTS OR REVISIONSTO SAME.

3. BOHLER ENGINEERING HAS NO CONTRACTUAL, LEGAL, OR OTHER RESPONSIBILITY FOR JOB SITE SAFETY OR JOB SITESUPERVISION, OR ANYTHING RELATED TO SAME.

4. THE DEMOLITION PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION ONLY, REGARDING ITEMS TO BE DEMOLISHEDAND/OR REMOVED. THE CONTRACTOR MUST ALSO REVIEW THE OTHER SITE PLAN DRAWINGS AND INCLUDE INDEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITEIMPROVEMENTS.

5. CONTRACTOR MUST RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS ORSPECIFICATIONS, CONCERNS REGARDING THE APPLICABLE SAFETY STANDARDS, OR THE SAFETY OF THECONTRACTOR OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT, WITH BOHLER ENGINEERING, INWRITING, AND RESPONDED TO BY BOHLER, IN WRITING, PRIOR TO THE INITIATION OF ANY SITE ACTIVITY AND ANYDEMOLITION ACTIVITY. ALL DEMOLITION ACTIVITIES MUST BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTSOF THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, RULES,REQUIREMENTS, STATUTES, ORDINANCES AND CODES.

6. PRIOR TO STARTING ANY DEMOLITION, CONTRACTOR IS RESPONSIBLE FOR:

A.OBTAINING ALL REQUIRED PERMITS AND MAINTAINING THE SAME ON SITE FOR REVIEW BY THE ENGINEER ANDOTHER PUBLIC AGENCIES HAVING JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK ANDDEMOLITION WORK.

7. THE LOCATION OF EXISTING UNDERGROUND UTILITIES AS INDICATED ON THE PLAN IS APPROXIMATE. FIELD LOCATEALL UNDERGROUND EXISTING UTILITIES LOCATED IN THE AREA OF WORK PRIOR TO THE COMMENCEMENT OFCONSTRUCTION. CALL "NC ONE CALL" PRIOR TO CONSTRUCTION FOR ASSISTANCE IN LOCATING EXISTINGUNDERGROUND UTILITIES. SUBSURFACE FEATURES ARE SHOWN IN AN APPROXIMATE LOCATION. CONTRACTOR ISRESPONSIBLE FOR SUBSURFACE UTILITY EXPLORATION TO DETERMINE UNDERGROUND UTILITY LOCATIONS ANDDEPTH.

8. ALL SIDEWALKS AND CURB AND GUTTER SECTIONS SHALL BE REMOVED BY SAWCUTTING THE NEAREST CONTROLJOINT AWAY FROM THE LOCATION DESIGNATED FOR REMOVAL ON THE PLANS. EXISTING PAVEMENT SHALL BE SAWCUTIN ALL LOCATIONS WHERE ABUTTING NEW PAVEMENT OR CONCRETE.

9. COORDINATE ALL UTILITY REMOVAL, RELOCATION, & ABANDONMENT WITH THE APPROPRIATE UTILITY SERVICEPROVIDER. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL UTILITY SERVICES TO ADJACENT PROPERTIESDURING ALL PHASES OF CONSTRUCTION.

TYPICAL NOTE TEXT

DEMOLITION LEGEND

TREE LINE

CONCRETE CURB &GUTTER

SIGNAL POLE

SPOTELEVATIONS

UNDERGROUNDWATER LINE

UNDERGROUND GASLINE

STORMSEWER

SANITARY SEWERMAIN

SANITARYMANHOLE

WATER VALVE

SAWCUTLINE

SIGN

LOD LODLIMITS OFDISTURBANCE

UNDERGROUNDTELEPHONE

STORM CURBINLET

STORM INLET

PROPERTYLINE

ADJACENTLOT LINE

S

AREA LIGHT

OVERHEAD WIRE

HYDRANT

TREE

SHRUB

ANNOTATION LEGEND:

TBR: TO BE REMOVEDTR: TO REMAINTBRL:TO BE RELOCATED

ASPHALT PAVEMENT TO BEREMOVED

EX. TREE CONSERVATION AREA

EXISTINGCONDITIONS &DEMOLITION

PLAN

SELF STORAGEFACILITY

±96,905 SFFFE: 300.17

130'

93'

170'

210'

73'

262'

30'x50'OFFICE1,500 SF

50'13

'

50'

13'

50'

13' S

IDE

STBK

13' SIDE STBK

13' SIDE STBK

50' R

EAR

STBK

50' F

RONT

STBK

42'

139.7

1'

S20°3

8'44"W

S20°38'44"W 2.00'

C13

C14

C15

30'

11

PROP. ROW R = 57'

6'

5' CON

CRET

E SIDE

WALK

HEAVY DUTYASPHALT

2' CURB AND GUTTER

2' CURB ANDGUTTER

C/O

C/O

5'R

5'R

5'R15'R

20'R

15'R

5'R

45'R

5'R

903.9

'R

PROP. STOP SIGN (TYP.)PROP. PAINTED STOP

BAR (TYP.)

PROP. PAINTEDDIRECTIONALARROW (TYP.)

PROP. VANACCESSIBLE

PARKING SIGN

30'

E

E E E E E E 20'

2' CURB ANDGUTTER

33.8'

88.5'

47'R

PAVEMENTPATCH (SEE

SHEET D-1.1)

PROP. RETAININGWALL (TO BE

DESIGNED BYOTHERS)

4.8'

8'8'

20'

9'

25'

5'R

5'R5'R

C/O

C/O

C/O

C/O

C/O

C/O

C/O

C/O

C/O

C/O6.5'

6'7.6

'

76.7'

68.6'

71'

PROP. BMP

PROP. BMP

C/O

C/OC/O

C/O

C/O

C/O

C/O 8'

PROP. LOADINGZONE

10' 5'

8.5'

20'

9'

25'

PROP. STANDARD DUTYASPHALT PAVEMENT.

PROP. 6.5' CONCRETESIDEWALK

CONTRACTOR TO FIXEXISTING CURB & GUTTER

PROP. STAMPEDCONCRETE PATIOFEATURE

PROP. ADAACCESSIBLE RAMP

93.6'

C/O

C/O

50.6'

CONTRACTOR TO CONNECTTO EXISTING SIDEWALK

C/O

C/O

C/O

BASIN 2

BASIN 1

N/F LOCKE I LLCDB 6872 PG 138BM 1987 PG 1584PIN# 1716749368AREA: 0.75 ACLAND USE:

COMMERCIAL

SEGO STORAGE LLCDB 016122 PG 02095

BM 2009 PG 20PIN# 1716746669

AREA 51691 S.F. 1.19 AC.LAND USE: VACANT

N/F DAVIS BUILDING CO. INC.DB 13400 PG 2648

BM 2009 PG 20PIN# 1716747957

LAND USE: VACANT

N/F AMERICAN PROPERTIESHOLDINGS LLCDB 6765 PG 594PIN# 1716745560

LAND USE: COMMERCIAL

SEGO COURT

E. MILLBROOK ROAD

SEGO STORAGE LLC DB 016137 PG 00220 BM

1990 PG 1410PIN# 1716748428

AREA 27886 S.F. 0.64 AC.LAND USE:

COMMERCIAL

AT

LA

NT

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NU

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X

XX

X

X

X X

C13

C14

C15

138.41'

33.78'

169.37'

57.00'

25.00'

263.56'

N41°40'38"E

N10°49'31"E

N67°56'49"E

106.83'

31.27'

166.47'

REVISIONS

REV DATE COMMENT BY

LOCATION OF SITE

FOR

PROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:

SHEET NUMBER:

SHEET TITLE:

PROJECT:

NCR152003PMAMAR

3/3/16

PRELIMINARYSITE PLAN

SIFEN, INC. -SEGO COURT

1901 SEGO COURTWAKE COUNTY

CITY OF RALEIGH, NC

CONSTRUCTIONNOT APPROVED FOR

KNOW WHAT'S BELOWALWAYS CALL 811

BEFORE YOU DIGIt's fast. It's free. It's the law.

NC, PLLC NCBELS P-11324011 WESTCHASE BLVD., SUITE 290

RALEIGH, NC 27607Phone: (919) 578-9000Fax: (919) 703-2665

NC@BohlerEng.com

SU

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VAL

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N, P

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TRAL

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CH

ARLO

TTE,

NC

RAL

EIG

H, N

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NO

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ERN

VIR

GIN

IA

NEW

JER

SEY

REH

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H, D

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SOU

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LOR

IDA

BOST

ON

, MA

PHIL

ADEL

PHIA

, PA

NEW

YO

RK

MET

RO

1" = 30'SS0

C-2.0

SITEPLAN

1"= 30'

0 307.51530

BULK REQUIREMENTS: REQUIRED PROPOSED

MIN. LOT AREA N/A 2.70 ACMIN. LOT FRONTAGE N/A 50'BUILDABLE LOT AREA (*) N/A N/AMIN. BUILDING SETBACK

FRONT YARD SETBACK 50' 50.6'REAR YARD SETBACK 50' 68.6'SIDE YARD SETBACK 13' 20'

D. PARKING REQUIREMENTS

1 SPACE / 100 STORAGE UNITS 11 11

VEHICLE SERVICE AREA 11,004 SF

N/A - NOT APPLICABLE N/S= NOT SPECIFIED (V) = VARIANCE (W) = WAIVER (E) = EXISTINGNON-CONFORMANCE (*) = XXX

LAND USE AND ZONING INFORMATION AND NOTES:1. REFER TO GENERAL NOTES SHEET C-0.1

2. SURVEYOR: M-III, PLLC970 TRINITY ROADRALEIGH, NC 27607BOUNDARY & TOPOGRAPHIC SURVEY

3. APPLICANT: SIFEN, INC.500 CENTRAL DRIVE, SUITE 106VIRGINIA BEACH, VA 23454

4. OWNER: R K INGRAM PROPERTIES, LLC500 CAMINO DE LUCIACORRALES NM 87048-8309

5. PARCEL: 1716-74-9645, 1716-74-8428, 1716-74-6669RALEIGHWAKE COUNTY, NORTH CAROLINA

ZONED: CX-3

USE: SELF-STORAGE (PERMITTED)

6. OPEN SPACE: REFER TO LA-01 FOR OUTDOOR AMENITY CALCULATIONS & LOCATION

SITE PLAN NOTES:1. REFER TO GENERAL NOTES, SHEET C-0.1

2. ROW DEDICATION: DUE TO NEWER RALEIGH DIMENSION STANDARDS, THE PROPOSED CUL-DE-SAC ROWRADIUS HAS INCREASED 2', FOR A TOTAL ROW DEDICATION OF 57'

3. REFER TO PLAT BOM 2009, PG. 20 FOR EXISTING TREE CONSERVATION PLAN DATA SHEET.

4. NO SIGHT OBSTRUCTING OR PARTIALLY OBSTRUCTING WALL, FENCE, FOLIAGE, BERMING, PARKEDVEHICLES OR SIGN BETWEEN THE HEIGHTS OF TWENTY-FOUR (24) INCHES AND EIGHT (8) FEET ABOVE THECURB LINE ELEVATION, OR THE NEAREST TRAVELED WAY IF NO CURBING EXISTS, SHALL BE PLACED WITHINA SIGHT TRIANGLE OF A PUBLIC STREET, PRIVATE STREET OR DRIVEWAY CONTAINED EITHER ON THE PROPERTY OR ON AN ADJOINING PROPERTY.

(*) CONCRETE JOINTING AND FILLERS TO BECOMPLETED PER DETAIL AND SPECIFICATIONS.

DELINEATES PROPOSED HEAVYDUTY CONCRETE PAVEMENT*

PAVEMENT LEGEND

DELINEATES PROPOSED CONCRETE SIDEWALK

DELINEATES HEAVY DUTY ASPHALT

TYPICAL NOTE TEXT

GRAPHIC LEGEND

PROPOSED NOTEPROPERTY

LINE

CURB &GUTTER

FLUSHCURB

SPILLCURB

RETAININGWALL

ENDWALL

PARKINGCOUNT

ELEC. TRANSFORMERON CONC. PAD

PAVEMENTSTRIPING - 4" SSYL

6

E

TRANSITIONCURB

STOP SIGN

ADA ACCESSIBLEPARKING SIGN

PAINTED STOP BAR

SANITARYMANHOLE

STORM MANHOLE

WATER VALVE

WATER METER

STORM CURBINLET

STORM INLET

ADJACENTLOT LINE

BUILDING ORPARKING SETBACK

AREA LIGHT

SS

TREE

TREE LINE

DELINEATES PROPOSED PAVEMENT PATCH

DELINEATES STANDARD DUTY ASPHALT PAVEMENT

SEGO COURT

E. MILLBROOK ROAD

AT

LA

NT

IC A

VE

NU

E

SELF STORAGEFACILITY

±96,905 SFFFE: 300.17

30'x50'OFFICE1,500 SF

11

F

F

F

FF

F

F

LOD

LOD

LOD

LOD

LODLOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LODLOD

LODLOD

LOD

LOD

LOD LOD LODLOD

LOD

LODLOD

LODLOD

LODLOD

LODLOD

LODLOD

LODLOD

LOD LOD

LOD

LODLOD

LODLOD

LODLOD

LOD

LOD

LOD

LODLOD

LODLOD

LOD

LOD

LOD

LOD

LODLODLODLOD

LODLODLODLODLODLODLODLODLODLODLODLOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

E

E E E E E E

FF

LODLOD

LODLOD

LODLOD

LOD LOD LOD

LOD

LOD

LOD

LOD

LOD

LODLODLOD

W

W

W

S PROP. 4" Ø PVC SANITARYSEWER CONNECTION (MIN. 3' COVER)

PROP. 4" Ø PVC SANITARYSEWER (MIN. 1% SLOPE) (MIN. 3' COVER)

CONTRACTOR TO FIELD VERIFY C/OINVERTS & CONNECTION PRIOR

TO CONSTRUCTION.

S

S

S

BASIN 2

BASIN 1

10' TYPE A2 TPY

10' T

YPE

A2 T

PY

10' TYPE A2 TPY

25' T

YPE

C2

SPY

25' T

YPE

C2

SPY

10' T

YPE

C2

SPY

7.5'

TYP

E C

2 SP

Y

25' TYPE C2 SPY

10' T

YPE C2 S

PY

10' TYPE C2 SPY

TYPE C2 SPYVARIABLE

6 LC6 IGS

5 MA

6 LC6 IGS

6 LC6 IGS

6 LC6 IGS

6 LC

6 IGS6 LC

6 IGS6 LC

6 IGS6 LC

6 IGS6 LC2 IGS1 CCN

1 CCN

5 IGS

6 LC6 IGS

6 LC6 IGS

6 LC6 IGS

6 LC3 IGS

2 LC4 IGS

31 RI

14 RI

QA

16 MA

11 QA

2 CCN

1 QA

16 CF

10 MA

1 CCN

6.5' CLOSEDWOODEN FENCE

6 RI

LANDSCAPE SCHEDULEKEY QTY. BOTANICAL NAME COMMON NAME HEIGHT CALIPER REMARKS

SHADE TREE(S)

QA 13 QUERCUS ALBA WHITE OAK 10' MIN 3" MIN B+B

MA 31 MAGNOLIA ACUMINATA CUCUMBER TREE 10' MIN 3" MIN B+B

SUBTOTAL: 44

ORNAMENTAL TREE(S)

CCN 5 CERCIS CHINENSIS CHINESE REDBUD 6' MIN 1.5" MIN B+B

CF 16 CORNUS FLORIDA WHITE FLOWERING DOGWOOD 6' MIN 1.5" MIN B+B

SUBTOTAL: 21

EVERGREEN SHRUB(S)

IGS 80 ILEX GLABRA 'SHAMROCK' SHAMROCK INKBERRY HOLLY 24-30" N/A CONTAINER

LC 80 LOROPETALUM CHINENSIS 'PURPLEDIAMOND' PURPLE DIAMOND LOROPETALUM 24-30" N/A CONTAINER

RI 51 RHAPHIOLEPIS UMBELLATA 'SNOW WHITE' INDIAN HAWTHORN 18"-24" N/A CONTAINER

SUBTOTAL: 211

REVISIONS

REV DATE COMMENT BY

LOCATION OF SITE

FOR

PROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:

SHEET NUMBER:

SHEET TITLE:

PROJECT:

NCR152003PMAMAR

3/3/16

PRELIMINARYSITE PLAN

SIFEN, INC. -SEGO COURT

1901 SEGO COURTWAKE COUNTY

CITY OF RALEIGH, NC

CONSTRUCTIONNOT APPROVED FOR

KNOW WHAT'S BELOWALWAYS CALL 811

BEFORE YOU DIGIt's fast. It's free. It's the law.

NC, PLLC NCBELS P-11324011 WESTCHASE BLVD., SUITE 290

RALEIGH, NC 27607Phone: (919) 578-9000Fax: (919) 703-2665

NC@BohlerEng.com

SU

ST

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AB

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TM

NEW

EN

GLA

ND

UPS

TATE

NEW

YO

RK

NEW

YO

RK,

NY

LEH

IGH

VAL

LEY,

PA

SOU

THEA

STER

N, P

A

SOU

THER

N M

ARYL

AND

BALT

IMO

RE,

MD

TAM

PA, F

L

CEN

TRAL

VIR

GIN

IA

CH

ARLO

TTE,

NC

RAL

EIG

H, N

C

NO

RTH

ERN

VIR

GIN

IA

NEW

JER

SEY

REH

OBO

TH B

EAC

H, D

E

SOU

TH F

LOR

IDA

BOST

ON

, MA

PHIL

ADEL

PHIA

, PA

NEW

YO

RK

MET

RO

1" = 30'LS0

LA-1.0

LANDSCAPEPLAN

1"= 30'

0 307.51530

LANDSCAPE NOTES:1. REFER TO GENERAL NOTES, SHEET C-0.1.

SITE LEGEND

EX. TREE CONSERVATION AREAS

TREE PROTECTIVE YARD(WIDTH VARIES)

PROTECTIVE YARD REQUIREMENTS REQUIRED PROPOSED

ALANTIC AVENUE: STREET YARD AREA 5835 6511

ATLANTIC AVENUE: STREET TREES* 8 10

SEGO COURT: STREET YARD AREA 6615 6660

SEGO COURT: STREET TREES* 11 13

SEGO COURT: UNDERSTORY TREES 0 5

TRANSITION YARD AREA* 3820 3820

TRANSITION YARD SHADE TREES 16 16

TRANSITION YARD UNDERSTORY TREES 16 16

OUTDOOR AMENITY REQUIREMENTS

AREA 11,809 14,445

LONGITUDINAL SLOPE OF ACCESS (ADA) 5% MAX 5% OR LESS

*STREET TREE PLANTINGS CALCULATED BY STREET YARD LENGTH, EXCLUDING DRIVEWAY AND TREE CONSERVATIONLENGTHS. TRANSITION YARD LENGTH EXCLUDES TREE CONSERVATION AND EASEMENT LENGTHS.

OUTDOOR AMENITY AREA