update on zev summit easement request - first umc...

Update on Zev Summit Easement Request At our September 17, 2015 Church Council Meeting John Huffman, Trustee Chair, presented the Zev Summit egress/ingress easement request from Sheila Ogle which would grant a 40×16’ egress/ingress easement at the southwestern corner of church property. The easement would allow for paving of an asphalt drive that would facilitate ingress/egress to the Ogle property. This disciplinary issue received a vote from Church Council of 21 in favor and none opposed. After submission of original plans by Sheila Ogle to the Town of Cary, the Town of Cary has required that this egress/ingress easement be 20 feet wide rather than the original 16 feet. The Town of Cary has also required that a utility easement be granted by First United Methodist Church Cary to the Town of Cary. The utility easement dimension of 118.91X20’ would include the 40X20’ egress/ingress easement and end at the back of Sheila Ogle’s property. (See drawings below). The Town of Cary abandoned the original asbestos/concrete waterline. A new 6” waterline is being run from Academy Street along Waldo Street. The new waterline is being capped so that we may tap into the waterline when we need to in the future. The new sewer line is also being capped so that we may tap into the sewer line. (See drawings below). Trustees spent a significant amount of time in discussions with the Town of Cary as well as with the Shelia Ogle’s Landscape Architect to fully understand the easement requests. Trustees unanimously recommends approving the requested egress/ingress easement to Sheila Ogle and the utility easement to the Town of Cary. Below are a few of the items that Trustees verified with regards to the easement requests:

• The utility easement will not be paved beyond the proposed drive. • There will be no parking in the loop in front of the Townhomes. • Guests will park on Academy Street. • There will be no parking on the utility easement. • Garbage and recycle receptacles will be kept in the Townhome garages. They

will only be out on pick up days. • There will be nothing above ground on the utility easement. • Drainage will not be affected. • Sheila Ogle will pay all costs associated with the easements.

Below are the project drawings submitted to the Town of Cary. The original easement FAQ sheet is after the project drawings.

ZEV SUMMIT LANE

20 2010 0 40

SCALE FEET

SCALE: 1" = 20’

CA

RY,

NC 27511

215

S.

AC

AD

EM

Y

ST

OW

NE

R: S

HEIL

A

OG

LE

(BM 1989, PG 1337)

10’ DRIVEWAY EASEMENT

2013 - 1518METHODIST CHURCH BM

FIRST UNITED DB 13744, PG 31

114 WALDO STCARY NC 27511-3301117 S ACADEMY ST

NC INC METHODIST CHURCH CARY

FIRST UNITED PIN 0764513089

N/F

DB 1813, PG 12115 E PARK ST

27540-7459HOLLY SPRINGS NC

401 KENMONT DRYARBOROUGH, FRANK F

PIN 0764502805N/F




PIN 0764501831N/F

DB 14912, PG 1143CARY NC 27511-3328219 S ACADEMY ST

YARBOROUGH, FRANK BYARBOROUGH, JAN F

PIN 0764500749N/F

S00-01-

46

W

102.0

4’

(S88-35-33E 136.79’)S88-36-28E 249.82’ (S88-35-47E 75.52) (S88-41-11E 37.51’) (S88-49-43E 12.56’) (S88-46-28E 74.21’) (S88-34-11E 50.88’)

(S00-01-

46

W

165.3

6’)

TIE

(S01-

06-37

W

82.3

0’)

TIE

(N02-04-50

E 27.5

4’)

(N01-

31-

08

E 56.7

6’)

S01-

15-53

E 10

1.40’

N88-46-16W 252.10’

5’ SETBACK

5’ S

ET

BA

CK

5’ SETBCAK

XX

X X

XX

XX

XX

XX

XX

XX

X X X X X X X X X X

60’

RIG

HT

OF

WA

Y

10’

2’

8’

8’

16’CL

N88-46-16W 145.39’

74.14’LENGTH - N46-58-57EBEARING -CHORD=66.98’R=48’

4.68’N1-41-48E

28.28’LENGTH - N71-25-30WBEARING -CHORD=27.87’R=48’

6.84’N88-18-12W

N1-

34-34

E

12’12’

N1-23-31E 20.0’

EASEMENT LINE

N88-36-28W 118.91’

EASEMENT LINE

S83-00-38W 36.0

3’N88-46-39W 96.73’

14008

NONE

JUNE 15, 2015

SP-1

EIP

EIP

EIP

EIP

EIP EIP

EIP

EIP

EIP

NIP

AC E

6’

8.03’N40-06-05E

ABANDONDEDENTRY TO BE EXISTING DRIVE

20’

DANIEL BM1989 -1337PROP OF WILLIAM G DB 15068, PG 405

209 S ACADEMY ST70115-4338

NEW ORLEANS LA 1467 NASHVILLE AVE

EDELL PROPERTIES LLC PIN 0764419091

N/F

SEE DETAILNEW ASPHALT DRIVEWAY -

N88-25-26W

N02-04-50W 9.41’

EASEMENT LINE

20’

LAYOUT

SITE

SPECIFICATIONSOWNER FOR FENCE OF SITE - CONTACTFENCING IN FRONT FENCE TO MATCHNEW WROUGHT IRON

S.

AC

AD

EM

Y

ST

RE

ET AAP

AAP

HYDRANTFIRE

E PARK ST

CONSTRUCTION AND CLEAN-UP PROCESS.

TO PREVENT ANY DAMAGE TO THIS SYSTEM DURING THE

AND THE OWNER’S IRRIGATION SUPPLIER. CARE SHALL BE TAKEN

IRRIGATION LINES AND HEADS VIA MEETING WITH THE OWNER

THE CONTRACTOR SHALL VERIFY THE LOCATION OF EXISTING

CONNECT WITH EXISTING.

CONNECTIONS) TO ENSURE THAT NEW CONNECTIONS MEET AND

ALL EXISTING ELEMENTS (SUCH AS SEWER AND WATER

12. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING

CONSTRUCTION OPERATIONS.

VEHICULAR AND PEDESTRIAN TRAFFIC DISRUPTED BY THE

11. PROVIDE PROFESSIONALLY PAINTED SIGNS TO REDIRECT

IN A NEAT AND DEBRIS FREE MANNER.

CONTRACTOR FOR STAGING. THIS AREA SHALL BE MAINTAINED

10. FENCING SHALL ENCLOSE ALL AREA DEFINED BY THE

ALL WASTE CONSTRUCTION DEBRIS AT ALL TIMES.

9. CONTRACTOR SHALL MAINTAIN A SITE CLEAN AND CLEAR OF

EXISTING NEIGHBORING BUSINESS OR CHURCH PROPERTY ACCESS.

ALLOWED TO INTERFERE WITH THE NORMAL WORKING OF THE

TIME SHALL THIS PARKING OR CONSTRUCTION TRAFFIC BE

AT A LOCATION TO BE DESIGNATED BY THE OWNER. AT NO

8. CONSTRUCTION PERSONNEL VEHICLE PARKING SHALL BE

CONSTRUCTION.

WALKS, PAVING, CURB, LANDSCAPEING, UTILITIES AND BUILDING

CONSTRUCTION OPERATIONS TO ORIGINAL CONDITION INCLUDING

7. CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY

COST TO THE OWNER.

ITEMS SHALL BE REPAIRED OR REPLACED AT NO ADDITIONAL

FROM DAMAGE FROM CONSTRUCTION OPERATIONS. DAMAGE TO ANY

6. CONTRACTOR SHALL PROTECT ALL EXISTING CONSTRUCTION

PROPERTY AND CHURCH PROPERTY VIA ZEV SUMMIT LANE.

ALL ROADWAYS AND DRIVEWAYS, AND DIRECT ACCESS TO ADJACENT

5. CONTRACTOR SHALL MAINTAIN A CLEAR PATH OF TRAVEL ON

DIMENSIONS INDICATED ON THIS PLAN.

DIMENSIONS ON ARCHITECTURAL PLANS PREVAIL OVER BUILDING

4. SEE ARCHITECTURAL PLAN FOR EXACT BUILDING DIMENSIONS.

CAROLL G. OGLE TRUST AND DATED 12/17/14.

919 779-4854, ENTITLED ’BOUNDARY AND TOPOGRAPHIC SURVEY’

101 W. MAIN ST., SUITE 202, GARNER, NC 27529, PHONE NUMBER:

BASED ON INFORMATION TAKEN FROM A SURVEY BY RWK, PA,

3. BOUNDARY, TOPOGRAPHY AND SITE FEATURES INFORMATION IS

OF PAVING AND TO THE FACE OF BUILDING.

2. DIMENSIONS ARE TO THE BACK OF CURB, TO THE EDGE

DRAWINGS UNLESS OTHERWISE NOTED.

1. WRITTEN DIMENSIONS PREVAIL OVER GRAPHIC. DO NOT SCALE

STAKING NOTES:


4.04’N69-27-34E

20.74’N69-27-34E


03000.13SHEET 1 OF 1

DETAIL No.

STANDARD DRIVEWAY APRON

1871

RCA NA

TN,RO H CA

YI

OLR

PLAN VIEW

-4%

TYPICAL SECTION

-15%-20%

+16%

10.6%

+20%

B*

A*

ELEVATION "B" MINUS ELEVATION "A" EQUALS 1 INCH.

-ALL CONCRETE SHALL BE 3000 P.S.I.

FOR 2-WAY, 16 FEET FOR 1-WAY, AND A MAXIMUM OF 36 FEET WIDE.-COMMERCIAL AND INDUSTRIAL DRIVEWAYS TO BE A MINIMUM OF 20 FEET

-RESIDENTIAL DRIVEWAYS TO BE 12 FEET TO 18 FEET IN WIDTH.

: NOTES TO CONTRACTOR

THICKNESSAPRON WITH 6" MINIMUM

CONCRETE DRIVEWAY MAXIMUM RECOMMENDED GRADESDRIVEWAY BY OTHERS WITH

W/ 6" MINIMUM THICKNESS

CONCRETE SIDEWALK

JOINTS1/2" EXPANSION

BACKFILLCOMPACTED PAVEMENT

EXISTING

SIDEWALK

OTHERSDRIVEWAY BY

RADIUS42"


APRONDRIVEWAY CONCRETE

JOINT (TYP.)

EXPANSION

GUTTER (TYPICAL)

EXISTING CURB &

THE DRIVEWAY IS PRIVATELY MAINTAINED.4. THE TOWN IS NOT RESPONSIBLE FOR VEHICLES THAT DRAG DUE TO GRADE OF DRIVEWAY.

3. SIDEWALK SECTION SHALL BE REQUIRED ALONG ALL STREETS.

OF THE PROPERTY LINE FROM THE RIGHT OF WAY TO THE CURB LINE.2. BEGINNING RADIUS SHALL NOT ENCROACH ON ADJACENT PROPERTIES BASED ON A PROJECTION

1. CURB SHALL BE TAPERED TO FINISH FLUSH WITH SIDEWALK.

:NOTES

5’-

0"

5’-0"5’-0"

5’-0"

5’-5"

*


EFFECTIVE: 12/10/09

4 18

PLANNER DATE

Development Review Committee

Approved by the Town of Cary

HTE#: 16-0330

15-SP-041

111

_2_15

TO

WN

RE

VIE

W

CO

MM

EN

TS

SEE DETAILCONCRETE WALK TO NEW 4’ WIDE

N88-46-39W 95.29’

EASEMENT LINE

S83-00-38W 36.06’

EASEMENT LINE

12’2

0’

- SEE DETAILSTAMPED ASPHALTNEW DRIVEWAY -

SEE DETAILDRIVEWAY -NEW ASPHALT

20’ 20’

SEE TOWN DETAILDRIVEWAY APRONNEW 16’ CONCRETE


ASPHALT PAVINGPRIOR TOCONCRETE EXISTINGREMOVE SAWCUT AND

SEE ASPHALT DETAIL CONTRASTING COLORASPHALT EDGE IN6" WIDE STAMPED

SEE ASPHALT DETAIL EDGE IN CONTRASTING COLOR6" WIDE STAMPED ASPHALT

2,710 SF PER UNIT

4 TOWNHOMES WITH 2 CAR GARAGES

PROPOSED STRUCTURE -

ZEV SUMMIT - 163 SF

WALKS - 267 SF

DRIVES - 2124.5 SF

SHED / GAZEBO - 148 SF

GARAGES / COVERED WALK - 1078.5 SF

HOUSE - 2709 SF

1920 HISTORIC BUILDING WITH OUT BUILDINGS

EXISTING MAIN STRUCTURE -

ZONING - TOWN CENTER HMXD

ACREAGE - 0.585 AC

PIN NUMBER - 0764500982

ADDRESS - 215 S. ACADEMY ST.

SITE DATA:

TO

WN

HO

ME

SA

CA

DE

MY

PL

AC

E

INSTALLATION OF CLUSTER MAILBOXES FOR THIS SITE.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT AND

PEDESTRIAN ACCESS.

BY THE MAYTON INN CONSTRUCTION WHICH COULD POTENTIALLY PROHIBIT

THE E. PARK ST. INTERSECTION. THIS INTERSECTION IS ALSO IMPACTED

CLOSEST ACCESSIBLE CROSSWALK TO THE SOUTH OF THE SITE IS AT

THE NORTH OF THE SITE IS AT THE WALDO ST INTERSECTION AND THE

PRIOR TO CONSTRUCTION. THE CLOSEST ACCESSIBLE CROSSWALK TO

IT REACHES THIS LOCATION. A PEDESTRIAN PLAN WILL BE PROVIDED

IN CONJUNCTION WITH THE TIMING OF THE ACADEMY ST. PROJECT AS

IT IS NOT POSSIBLE TO DETERMINE THE TIMING OF THIS PROJECT

KYLE HUBERT, PHONE NUMBER 919 462-3938.

WITH THE ACADEMY ST PROJECT MANAGER FOR THE TOWN,

INCLUDING TREE REMOVAL, GRADING, FENCING AND CONSTRUCTION

THE CONTRACTOR IS TO COORDINATE ALL ASPECTS OF THIS PROJECT

IMPROVEMENT PROJECT BEING CONSTRUCTED BY THE TOWN OF CARY.

THIS SECTION OF S. ACADEMY ST. IS A PART OF A STREET

NOTE:

LETTERING).

AND CARROLL LANE (CLASSIC BLADE - GREEN BACKGROUND WITH WHITE

STOP (R1-1-24), ONE-WAY (R6-2-18), AND STREET SIGNS FOR ZEV SUMMIT DR.

SIGNS ARE AS FOLLOWS: NO PARKING - FIRE LANE (HR8-31),

1-800-705-1446 AND ARE TO MEET MUTCD STANDARDS. PROPOSED

STREETSCAPES - WWW.SIGNATURESTREETSCAPES.COM, PHONE NUMBER

SIGNS TO BE USED ON THIS SITE ARE TO BE PROVIDED BY SIGNATURE

US POSTAL SERVICECOORDINATE WITHMAILBOXES -NEW CLUSTER

WITH ENTRY OR PLACED FLUSH PROPOSED LOCATIONMOVED 5’ SOUTH OFINLET TO BE PER STREET PLAN -DRAIN INLET ASPROPOSED STORM

THERMOPLASTIC PAINTTO BE PAINTED WITHARROW AND 24" STOP BARONE WAY DIRECTIONAL

WITH THERMOPLASTIC PAINTARROW TO BE PAINTEDONE WAY DIRECTIONAL

THE SITE DEVELOPMENT PHASE OF CONSTRUCTION.

ASSOCIATED SUMP PUMP PLUMBING IF INSTALLED DURING

INSTALLATION OF THE OIL / WATER SEPARATOR AND ANY

NOTE: A PLUMBING PERMIT WILL BE REQUIRED FOR

OIL / WATER SEPARATOR DETAILS.

SEE BUILDING PLUMBING PLAN FOR ELEVATOR SUMP AND

CARY STANDARD 3050=-D (THERMOPLASTIC PAINT REQUIRED).

ALL FIRE LANES TO BE INSTALLED AS PER THE TOWN OF

BAR SHALL BE THERMOPLASTIC.

ALL PROPOSED ROADWAY STRIPING, ARROWS AND THE STOP

ZEV SUMMIT LANE IS TO HAVE A CENTER LINE STRIPE.

PAVEMENT THROUGHOUT THE SITE.

EASEMENT SHALL EXTEND TO THE EDGES OF ASPHALT

PUBLIC VEHICLE ACCESS. PUBLIC VEHICLE ACCESS

COURTYARD AREA SHALL BE MADE AVAILABLE FOR

CARROLL LANE ALONG WITH THE ASPHALT ENTRY

ALL ASPHALT DRIVES, INCLUDING ZEV SUMMIT DR AND

NOTE:

R7-1

R5-1

R1-1

R6-1R

D-3

EIP

EIP

EIP

EIP

NIP

AC E

EIP

ONE WAY

TWO WAY

TRAFFIC CIRCULATION SCALE: 1"=60’

2’ WIDE BAR

12" X 18"

12" X 12"

18" HIGH

6" X 18"

6" HIGH

SIGNAGE TABLE

STOP BAR

FIRE LANE

NO PARKING /

DO NOT ENTER

STOP SIGN

ONE WAY

STREET NAME

SIGN MUTCO SIZEKEY

6

5

4

3

2

1

1 2

5

CARROLL LANETO BE NAMED DRIVE PROPOSED

3 4

NORTH ON SAME POLE -DO NOT ENTER SIGN FACINGSTOP SIGN - FACING SOUTH

6

1

22_9_16

TO

WN

RE

VIE

W

CO

MM

EN

TS - 2

N

* *

ORT

HCAROLIN

A

563ALIS

ONA.

AREGIS

TE

RE

D

LANDSCAPE

AR

CHIT

ECT

POC

KT

SHEET NO.:

SEQUENCE NO. OF

DATE:

RE

VIS

ION

S

PROJECT

DRAWN:

DESIGNED:

APPROVED:

LA

ND

PL

AN

NE

RL

AN

DS

CA

PE

AR

CHIT

EC

T

ALIS

ON A.P

OC

KA

T,

AS

LA

CA

RY,

NC 27518

106

ST

EE

PB

AN

K

DRIV

E

(919

) 363-4415

SCALE:

Egress/Ingress Easement to Sheila Ogle from First UMC Cary

ZEV SUMMIT LANE

20 2010 0 40

SCALE FEET

SCALE: 1" = 20’

CA

RY,

NC 27511

215

S.

AC

AD

EM

Y

ST

OW

NE

R: S

HEIL

A

OG

LE

(BM 1989, PG 1337)


2013 - 1518METHODIST CHURCH BM

FIRST UNITED DB 13744, PG 31

114 WALDO STCARY NC 27511-3301117 S ACADEMY ST

NC INC METHODIST CHURCH CARY

FIRST UNITED PIN 0764513089

N/F




PIN 0764502805N/F




PIN 0764501831N/F

DB 14912, PG 1143CARY NC 27511-3328219 S ACADEMY ST

YARBOROUGH, FRANK BYARBOROUGH, JAN F

PIN 0764500749N/F

S00-01-

46

W

102.0

4’

(S88-35-33E 136.79’)S88-36-28E 249.82’ (S88-35-47E 75.52) (S88-41-11E 37.51’) (S88-49-43E 12.56’) (S88-46-28E 74.21’) (S88-34-11E 50.88’)

(S00-01-

46

W

165.3

6’)

TIE

(S01-

06-37

W

82.3

0’)

TIE

(N02-04-50

E 27.5

4’)

(N01-

31-

08

E 56.7

6’)

S01-

15-53

E 10

1.40’

N88-46-16W 252.10’

5’ SETBACK

5’ S

ET

BA

CK

5’ SETBCAK

XX

X X

XX

XX

XX

XX

XX

XX

X X X X X X X X X X

60’

RIG

HT

OF

WA

Y

10’

2’

8’

8’

16’CL

N88-46-16W 145.39’

74.14’LENGTH - N46-58-57EBEARING -CHORD=66.98’R=48’

4.68’N1-41-48E


6.84’N88-18-12W

N1-

34-34

E

12’12’

N1-23-31E 20.0’

EASEMENT LINE

N88-36-28W 118.91’

EASEMENT LINE

S83-00-38W 36.0

3’N88-46-39W 96.73’

14008

NONE

JUNE 15, 2015

SP-1

EIP

EIP

EIP

EIP

EIP EIP

EIP

EIP

EIP

NIP

AC E

6’

8.03’N40-06-05E

ABANDONDEDENTRY TO BE EXISTING DRIVE

20’

DANIEL BM1989 -1337PROP OF WILLIAM G DB 15068, PG 405

209 S ACADEMY ST70115-4338

NEW ORLEANS LA 1467 NASHVILLE AVE

EDELL PROPERTIES LLC PIN 0764419091

N/F

SEE DETAILNEW ASPHALT DRIVEWAY -

N88-25-26W

N02-04-50W 9.41’

EASEMENT LINE

20’

LAYOUT

SITE

SPECIFICATIONSOWNER FOR FENCE OF SITE - CONTACTFENCING IN FRONT FENCE TO MATCHNEW WROUGHT IRON

S.

AC

AD

EM

Y

ST

RE

ET AAP

AAP

HYDRANTFIRE

E PARK ST























CONSTRUCTION.




COST TO THE OWNER.



















STAKING NOTES:


4.04’N69-27-34E

20.74’N69-27-34E


03000.13SHEET 1 OF 1

DETAIL No.


1871

RCA NA

TN,RO H CA

YI

OLR

PLAN VIEW

-4%

TYPICAL SECTION

-15%-20%

+16%

10.6%

+20%

B*

A*



FOR 2-WAY, 16 FEET FOR 1-WAY, AND A MAXIMUM OF 36 FEET WIDE.-COMMERCIAL AND INDUSTRIAL DRIVEWAYS TO BE A MINIMUM OF 20 FEET



THICKNESSAPRON WITH 6" MINIMUM

CONCRETE DRIVEWAY MAXIMUM RECOMMENDED GRADESDRIVEWAY BY OTHERS WITH


CONCRETE SIDEWALK


BACKFILLCOMPACTED PAVEMENT

EXISTING

SIDEWALK

OTHERSDRIVEWAY BY

RADIUS42"


APRONDRIVEWAY CONCRETE

JOINT (TYP.)

EXPANSION

GUTTER (TYPICAL)

EXISTING CURB &

THE DRIVEWAY IS PRIVATELY MAINTAINED.4. THE TOWN IS NOT RESPONSIBLE FOR VEHICLES THAT DRAG DUE TO GRADE OF DRIVEWAY.


OF THE PROPERTY LINE FROM THE RIGHT OF WAY TO THE CURB LINE.2. BEGINNING RADIUS SHALL NOT ENCROACH ON ADJACENT PROPERTIES BASED ON A PROJECTION


:NOTES

5’-

0"

5’-0"5’-0"

5’-0"

5’-5"

*


EFFECTIVE: 12/10/09

4 18

PLANNER DATE



HTE#: 16-0330

15-SP-041

111

_2_15

TO

WN

RE

VIE

W

CO

MM

EN

TS

SEE DETAILCONCRETE WALK TO NEW 4’ WIDE

N88-46-39W 95.29’

EASEMENT LINE

S83-00-38W 36.06’

EASEMENT LINE

12’2

0’

- SEE DETAILSTAMPED ASPHALTNEW DRIVEWAY -

SEE DETAILDRIVEWAY -NEW ASPHALT

20’ 20’



ASPHALT PAVINGPRIOR TOCONCRETE EXISTINGREMOVE SAWCUT AND

SEE ASPHALT DETAIL CONTRASTING COLORASPHALT EDGE IN6" WIDE STAMPED

SEE ASPHALT DETAIL EDGE IN CONTRASTING COLOR6" WIDE STAMPED ASPHALT

2,710 SF PER UNIT



ZEV SUMMIT - 163 SF

WALKS - 267 SF

DRIVES - 2124.5 SF



HOUSE - 2709 SF




ACREAGE - 0.585 AC

PIN NUMBER - 0764500982


SITE DATA:

TO

WN

HO

ME

SA

CA

DE

MY

PL

AC

E



PEDESTRIAN ACCESS.















NOTE:

LETTERING).







US POSTAL SERVICECOORDINATE WITHMAILBOXES -NEW CLUSTER

WITH ENTRY OR PLACED FLUSH PROPOSED LOCATIONMOVED 5’ SOUTH OFINLET TO BE PER STREET PLAN -DRAIN INLET ASPROPOSED STORM

THERMOPLASTIC PAINTTO BE PAINTED WITHARROW AND 24" STOP BARONE WAY DIRECTIONAL

WITH THERMOPLASTIC PAINTARROW TO BE PAINTEDONE WAY DIRECTIONAL


















NOTE:

R7-1

R5-1

R1-1

R6-1R

D-3

EIP

EIP

EIP

EIP

NIP

AC E

EIP

ONE WAY

TWO WAY


2’ WIDE BAR

12" X 18"

12" X 12"

18" HIGH

6" X 18"

6" HIGH

SIGNAGE TABLE

STOP BAR

FIRE LANE

NO PARKING /

DO NOT ENTER

STOP SIGN

ONE WAY

STREET NAME

SIGN MUTCO SIZEKEY

6

5

4

3

2

1

1 2

5

CARROLL LANETO BE NAMED DRIVE PROPOSED

3 4

NORTH ON SAME POLE -DO NOT ENTER SIGN FACINGSTOP SIGN - FACING SOUTH

6

1

22_9_16

TO

WN

RE

VIE

W

CO

MM

EN

TS - 2

N

* *

ORT

HCAROLIN

A

563ALIS

ONA.

AREGIS

TE

RE

D

LANDSCAPE

AR

CHIT

ECT

POC

KT

SHEET NO.:

SEQUENCE NO. OF

DATE:

RE

VIS

ION

S

PROJECT

DRAWN:

DESIGNED:

APPROVED:

LA

ND

PL

AN

NE

RL

AN

DS

CA

PE

AR

CHIT

EC

T

ALIS

ON A.P

OC

KA

T,

AS

LA

CA

RY,

NC 27518

106

ST

EE

PB

AN

K

DRIV

E

(919

) 363-4415

SCALE:

U9lity Easement to Town of Cary from First UMC Cary

ZEV SUMMIT LANE

20 2010 0 40

SCALE FEET

SCALE: 1" = 20’

CA

RY,

NC 27511

215

S.

AC

AD

EM

Y

ST

OW

NE

R: S

HEIL

A

OG

LE

(BM 1989, PG 1337)


2013 - 1518

METHODIST CHURCH BM

FIRST UNITED

DB 13744, PG 31

114 WALDO ST

CARY NC 27511-3301

117 S ACADEMY ST

NC INC

METHODIST CHURCH CARY

FIRST UNITED

PIN 0764513089

N/F

DB 1813, PG 12

115 E PARK ST

27540-7459

HOLLY SPRINGS NC

401 KENMONT DR

YARBOROUGH, FRANK F

PIN 0764502805

N/F

DB 1813, PG 12

113 E PARK ST

27540-7459

HOLLY SPRINGS NC

401 KENMONT DR

YARBOROUGH, FRANK F

PIN 0764501831

N/F

DB 14912, PG 1143

CARY NC 27511-3328

219 S ACADEMY ST

YARBOROUGH, FRANK B

YARBOROUGH, JAN F

PIN 0764500749

N/F

S00-01-46

W

102.0

4’

(S88-35-33E 136.79’)S88-36-28E 249.82’ (S88-35-47E 75.52) (S88-41-11E 37.51’) (S88-49-43E 12.56’) (S88-46-28E 74.21’) (S88-34-11E 50.88’)

(S00-01-46

W

165.3

6’)

TIE

(S01-06-37

W

82.3

0’)

TIE

(N02-04-50

E 27.5

4’)

(N01-31-08

E 56.7

6’)

S01-15-53

E 101.4

0’

N88-46-16W 252.10’

5’ SETBACK

5’ S

ET

BA

CK

5’ SETBCAK

XX

X X

XX

XX

XX

XX

XX

XX

X X X X X X X X X X60’

RIG

HT

OF

WA

Y

10’

2’

8’

8’

16’

CLN88-46-16W 145.39’

74.14’

LENGTH -

N46-58-57E

BEARING -

CHORD=66.98’

R=48’

4.68’

N1-41-48E

28.28’

LENGTH -

N71-25-30W

BEARING -

CHORD=27.87’

R=48’

6.84’

N88-18-12W

N1-34-34

E

12’12’

N1-23-31E 20.0’

EASEMENT LINE

N88-36-28W 118.91’

EASEMENT LINE

S83-00-38W 36.

03’N88-46-39W 96.73’

14008

NONE

JUNE 15, 2015

SP-1

EIP

EIP

EIP

EIP

EIP EIP

EIP

EIP

EIP

NIP

AC E

6’

8.03’

N40-06-05E

ABANDONDED

ENTRY TO BE

EXISTING DRIVE

20’

DANIEL BM1989 -1337

PROP OF WILLIAM G

DB 15068, PG 405

209 S ACADEMY ST

70115-4338

NEW ORLEANS LA

1467 NASHVILLE AVE

EDELL PROPERTIES LLC

PIN 0764419091

N/F

SEE DETAIL

NEW ASPHALT DRIVEWAY -

N88-25-26W

N02-04-50W 9.41’

EASEMENT LINE

20’

LAYOUT

SITE

SPECIFICATIONS

OWNER FOR FENCE

OF SITE - CONTACT

FENCING IN FRONT

FENCE TO MATCH

NEW WROUGHT IRON

S.

AC

AD

EM

Y

ST

RE

ET AAP

AAP

HYDRANTFIRE

E PARK ST























CONSTRUCTION.




COST TO THE OWNER.



















STAKING NOTES:

21.32’

LENGTH -

N41-49-26W

BEARING -

CHORD=21.14’

R=48’

4.04’

N69-27-34E

20.74’

N69-27-34E

27.35’

LENGTH -

N76-37-45W

BEARING -

CHORD=27.04’

R=52’

03000.13SHEET 1 OF 1

DETAIL No.


1871

RC

A NA

TN,

RO H CAY

IOL

R

PLAN VIEW

-4%

TYPICAL SECTION

-15%

-20%

+16%

10.6%

+20

%

B*

A*



FOR 2-WAY, 16 FEET FOR 1-WAY, AND A MAXIMUM OF 36 FEET WIDE.

-COMMERCIAL AND INDUSTRIAL DRIVEWAYS TO BE A MINIMUM OF 20 FEET



THICKNESS

APRON WITH 6" MINIMUM

CONCRETE DRIVEWAY MAXIMUM RECOMMENDED GRADES

DRIVEWAY BY OTHERS WITH


CONCRETE SIDEWALK

JOINTS

1/2" EXPANSION

BACKFILL

COMPACTED PAVEMENT

EXISTING

SIDEWALK

OTHERS

DRIVEWAY BY

RADIUS

42"

JOINTS

1/2" EXPANSION

APRON

DRIVEWAY

CONCRETE

JOINT (TYP.)

EXPANSION

GUTTER (TYPICAL)

EXISTING CURB &

THE DRIVEWAY IS PRIVATELY MAINTAINED.

4. THE TOWN IS NOT RESPONSIBLE FOR VEHICLES THAT DRAG DUE TO GRADE OF DRIVEWAY.


OF THE PROPERTY LINE FROM THE RIGHT OF WAY TO THE CURB LINE.

2. BEGINNING RADIUS SHALL NOT ENCROACH ON ADJACENT PROPERTIES BASED ON A PROJECTION


:NOTES

5’-

0"

5’-0"5’-0"

5’-0"

5’-5"

*

JOINTS

1/2" EXPANSION

EFFECTIVE: 12/10/09

4 18

PLANNER DATE



HTE#: 16-0330

15-SP-041

111_2_15

TO

WN

RE

VIE

W

CO

MM

EN

TS

SEE DETAIL

CONCRETE WALK TO

NEW 4’ WIDE

N88-46-39W 95.29’

EASEMENT LINE

S83-00-38W 36.06’

EASEMENT LINE

12’

20’

- SEE DETAIL

STAMPED ASPHALT

NEW DRIVEWAY -

SEE DETAIL

DRIVEWAY -

NEW ASPHALT

20’ 20’

SEE TOWN DETAIL

DRIVEWAY APRON

NEW 16’ CONCRETE

SEE TOWN DETAIL

DRIVEWAY APRON

NEW 20’ CONCRETE

ASPHALT PAVING

PRIOR TO

CONCRETE

EXISTING

REMOVE

SAWCUT AND

SEE ASPHALT DETAIL

CONTRASTING COLOR

ASPHALT EDGE IN

6" WIDE STAMPED

SEE ASPHALT DETAIL

EDGE IN CONTRASTING COLOR

6" WIDE STAMPED ASPHALT

2,710 SF PER UNIT



ZEV SUMMIT - 163 SF

WALKS - 267 SF

DRIVES - 2124.5 SF



HOUSE - 2709 SF




ACREAGE - 0.585 AC

PIN NUMBER - 0764500982


SITE DATA:

TO

WN

HO

ME

SA

CA

DE

MY

PL

AC

E



PEDESTRIAN ACCESS.















NOTE:

LETTERING).







US POSTAL SERVICE

COORDINATE WITH

MAILBOXES -

NEW CLUSTER

WITH ENTRY

OR PLACED FLUSH

PROPOSED LOCATION

MOVED 5’ SOUTH OF

INLET TO BE

PER STREET PLAN -

DRAIN INLET AS

PROPOSED STORM

THERMOPLASTIC PAINT

TO BE PAINTED WITH

ARROW AND 24" STOP BAR

ONE WAY DIRECTIONAL

WITH THERMOPLASTIC PAINT

ARROW TO BE PAINTED

ONE WAY DIRECTIONAL


















NOTE:

R7-1

R5-1

R1-1

R6-1R

D-3

EIP

EIP

EIP

EIP

NIP

AC E

EIP

ONE WAY

TWO WAY


2’ WIDE BAR

12" X 18"

12" X 12"

18" HIGH

6" X 18"

6" HIGH

SIGNAGE TABLE

STOP BAR

FIRE LANE

NO PARKING /

DO NOT ENTER

STOP SIGN

ONE WAY

STREET NAME

SIGN MUTCO SIZEKEY

6

5

4

3

2

1

1 2

5

CARROLL LANE

TO BE NAMED

DRIVE PROPOSED

3 4

NORTH ON SAME POLE -

DO NOT ENTER SIGN FACING

STOP SIGN - FACING SOUTH

6

1

22_9_16

TO

WN

RE

VIE

W

CO

MM

EN

TS - 2

N

* *

OR

THCARO

LIN

A

563ALIS

ONA.

AREGIS

TE

RE

D

LANDSCAPE

AR

CHIT

EC

T

POC

KT

SHEET NO.:

SEQUENCE NO. OF

DATE:

RE

VISIO

NS

PROJECT

DRAWN:

DESIGNED:

APPROVED:

LA

ND

PL

AN

NE

R

LA

ND

SC

AP

E

AR

CHIT

EC

T

ALIS

ON A.P

OC

KA

T,

AS

LA

CA

RY,

NC 27518

106

ST

EE

PB

AN

K

DRIV

E

(919) 363-4415

SCALE:

ZEV SUMMIT LANE

20 2010 0 40

SCALE FEET

SCALE: 1" = 20’

CA

RY,

NC 27511

215

S.

AC

AD

EM

Y

ST

OW

NE

R: S

HEIL

A

OG

LE

(BM 1989, PG 1337)


2013 - 1518

METHODIST CHURCH BM

FIRST UNITED

DB 13744, PG 31

114 WALDO ST

CARY NC 27511-3301

117 S ACADEMY ST

NC INC

METHODIST CHURCH CARY

FIRST UNITED

PIN 0764513089

N/F

DB 1813, PG 12

115 E PARK ST

27540-7459

HOLLY SPRINGS NC

401 KENMONT DR

YARBOROUGH, FRANK F

PIN 0764502805

N/F

DB 1813, PG 12

113 E PARK ST

27540-7459

HOLLY SPRINGS NC

401 KENMONT DR

YARBOROUGH, FRANK F

PIN 0764501831

N/F

DB 14912, PG 1143

CARY NC 27511-3328

219 S ACADEMY ST

YARBOROUGH, FRANK B

YARBOROUGH, JAN F

PIN 0764500749

N/F

S00-01-46

W

102.0

4’

(S88-35-33E 136.79’)S88-36-28E 249.82’ (S88-35-47E 75.52) (S88-41-11E 37.51’) (S88-49-43E 12.56’) (S88-46-28E 74.21’) (S88-34-11E 50.88’)

(S00-01-46

W

165.3

6’)

TIE

(S01-06-37

W

82.3

0’)

TIE

(N02-04-50

E 27.5

4’)

(N01-31-08

E 56.7

6’)

S01-15-53

E 101.4

0’

N88-46-16W 252.10’

XX

X X

XX

XX

XX

XX

XX

XX

X X X X X X X X X X60’

RIG

HT

OF

WA

Y

N1-34-34

E14008

NONE

JUNE 15, 2015

EIP

EIP

EIP

EIP

EIP EIP

EIP

EIP

EIP

NIP

AC E

36" OAK28"ASH

12"OAK

12"MAPLE

22"PECAN

HELLERI HOLLY

JAP. HOLLY

EUONYMUS

GARDENIA

BOXWOOD

REDBUD

AUCUBA

JAP. HOLLY

GARDENIA

24"MAPLE

BOXWOOD

BOXWOOD

JAP. HOLLY

BARBERRY

CAMELLIA

16"ELM

LIGUSTRUM

AZALEA

POND

ROSES

LIGUSTRUM

16"SYCAMORE

ROSEMARY

DAYLILY

HOLLY

BARBERRY

AUCUBA

6"PEACH

DANIEL BM1989 -1337

PROP OF WILLIAM G

DB 15068, PG 405

209 S ACADEMY ST

70115-4338

NEW ORLEANS LA

1467 NASHVILLE AVE

EDELL PROPERTIES LLC

PIN 0764419091

N/F

N88-25-26W

PLANT LIST

* PLANT COUNTS ARE FOR THE CONTRACTOR’S CONVENIENCE ONLY AND ARE NOT GUARANTEED.

DETERMINED AND VERIFIED IN THE FIELD BY THE CONTRACTOR. PLANTINGS SHALL BE

THE EXACT LOCATION OF ALL UNDERGROUND UTILITIES AND DRAINAGE PIPES SHALL BE

ADJUSTED TO AVOID CONFLICT WITH SAID UTILITIES.

SHALL BE DETERMINED IN THE FIELD BY THE CONTRACTOR.

SUBSOIL CONDITIONS AND SUBSURFACE DRAINAGE REQUIREMENTS OF ALL PLANT MATERIALS

BORE TO THE PREVIOUS GRADE.

ALL PLANT MATERIALS SHALL BEAR THE SAME RELATIONSHIP TO THE NEW GRADE THAT THEY

TO PLANTING. ALL WIRES, ROPES, AND HOSES USED TO STAKE THE TREES SHALL BE REMOVED

ALL NYLON OR POLYESTER TREATED BURLAP AND SYNTHETIC ROPING SHALL BE REMOVED PRIOR

12 MONTHS AFTER PLANTING.

LEAVE NO SOIL BARE.

ALL SOIL SURFACES ARE TO BE COVERED WITH PLANTS, MULCH, BUILDING, PAVING, OR LAWN.

THE CONTRACTOR SHALL PROVIDE A 12 MONTH GUARANTEE ON ALL PLANT MATERIAL USED.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

PLANTING NOTES

SHALL MEET OR EXCEED AMERICAN ASSOCIATION OF NURSERYMEN FOR THE SIZES SPECIFIED.

THE OPTIMUM PLANTING SEASON IS MARCH 15 - APRIL 15 AND SEPT 15 - OCT 31. ALL PLANTS

AAP

AAP

A PERIMETER BUFFER EXEMPTION EXISTS

AS PER SECTION 7.2.3 (a)(2) OF THE LDO

WITHIN THESE AREA DESIGNATIONS

ALL ADJACENT PROPERTIES ARE ALSO LOCATED

AND MIXED USE CENTER OVERLAY

SITE IS LOCATED WITHIN TOWN CENTER DISTRICT

SIDE YARDS TO REMAIN WHERE POSSIBLE

EXISTING PLANTING IN FRONT AND


ACREAGE - 0.585 AC

PIN NUMBER - 0764500982


SITE DATA:

+

+

++

+

+

++

FROM REAR OF SITE

AND FOUNTAIN

EXISTING ROSES

RELOCATED

FROM REAR OF SITE

EXISTING BLUEBERRIES

RELOCATED

5-RO

++++++++

5-JV

3-CJ

++ +

5-RB

+ +

+++++

5-RB7-GR

++

+ ++ + + + + + +

3-AI3-AI4-PL

MG

+MG

+ + + + +

++

+

3-AI

5-PL

+

+

+

3-CJ

3-IC

4-IC

9-IC

THE LANDSCAPE ARCHITECT.

ALL PLANT MATERIALS SHALL BE AS STATED. NO SUBSTITUTIONS WITHOUT THE CONSENT OF

TILL TO A DEPTH OF SIX INCHES PRIOR TO PLACING SEED. DO NOT FERTILIZE.

ROUNDUP OR A SIMILAR BROAD SPECTRUM HERBICIDE.

ONE WEEK PRIOR TO PLANTING, BEDDED AREAS SHALL BE WATERED AND TREATED WITH

AFTER COMPOST HAS BEEN APPLIED AND TILLED. ALL BEDS SHALL BE MULCHED WITH A

PROVIDE FERTILIZER AS PER SOIL TESTING RESULTS AS NEEDED. SOIL SAMPLE TO BE TAKEN

ARCHITECT.

CORRECT SPACING. PLANTING SHALL NOT OCCUR UNTIL APPROVAL BY THE LANDSCAPE

THE CONTRACTOR SHALL STAKE THE LOCATION OF ALL TREES AND SHRUBS AND CHECK FOR

IN AREAS TO BE NEWLY SEEDED, PROVIDE A 2 INCH LAYER OF CERTIFIED COMPOST AND

DEPTH. PLANTS SHALL BE WATERED THOROUGHLY IMMEDIATELY UPON INSTALLATION.

2" THICK LAYER OF SHREDDED HARDWOOD MULCH. MULCH IS NOT TO EXCEED 3" IN

11.

PRIOR TO ANY SITE CONSTRUCTION.

TO BE COORDINATED WITH THE ACADEMY ST TOWN PROJECT. THIS TREE SHALL BE REMOVED

TO BE IN DECLINE AND A DANGER TO THE HOUSE AND ACADEMY ST. ITS REMOVAL IS

THE 48" OAK IN THE FRONT OF THE HOUSE HAS BEEN DETERMINED BY THE TOWN ARBORIST

12.

BUFFERS ARE NOT REQUIRED BETWEEN THESE PROPERTIES.

ARE ALL WITHIN THIS SAME ZONING. AS PER THE LDO SECTION 7.2.3(A)(2) PERIMETER

THE SITE IS LOCATED IN THE TOWN CENTER HMXD ZONE AND IS ADJACENT TO SITES THAT

13.

PLANTS ON THE PLANTING PLAN AND ON THE EXISTING CONDITIONS PLAN.

OF SITE PLANTING, THESE PLANTS ARE TO ALSO BE PLANTED. SEE THE DESIGNATED

OF CONSTRUCTION. THESE PLANTS ARE TO BE WATERED REGULARILY. AT THE TIME

THAT ARE TO BE DUG OUT AND HEELED IN AT A SAFE LOCATION FOR THE DURATION

THE SITE CONTAINS AN EXISTING ROSE GARDEN AND EXISTING BLUEBERRY PLANTS

7. EVALUATE SOIL PH AND IRON LEVELS ANNUALLY. APPLY AMMENDMENTS

8. PROTECT EXISTING PLANTINGS - AVOID EXCESSIVE TRAFFIC INTO THE

ORDANCE AND MAY RESULT IN FINES.

PLAN MAY CONSTITUTE A VIOLATION OF THE LAND DEVELOPMENT

FAILURE TO MAINTAIN ALL PLANTINGS IN ACCORDANCE WITH THIS

TO THE ABOVE LISTED MAINTENANCE PLAN.

MAINTENANCE OF THE VEGETATION TO INCLUDE BUT NOT BE LIMITED

THIS PLAN. THE OWNERS SHALL BE RESPONSIBLE FOR ANNUAL

MAINTENANCE OF ALL PLANTINGS AND PHYSICAL FEATURES SHOWN ON

SHALL BE RESPONSIBLE FOR THE INSTALLATION, PRESERVATION AND

THE OWNERS OF THE PROPERTY AND THEIR AGENTS, HEIRS, OR ASSIGNS

NOTE:

TO ALL BEDDED AND GRASS AREAS IN THE EARLY SPRING. RAKE OUT

EVENLY BUT DO NOT TILL IN. COMPOST IS TO BE PLACED ON THE

BED SURFACE PRIOR TO SPRING MULCHING.

1. FERTILIZE TREES TWICE PER YEAR - EARLY SPRING WITH HIGH NITROGEN

FERTILIZER ( A RATIO OF 4-1-1 OR MULTIPLES THEREOF), AND EARLY FALL

WITH HIGH POTASSIUM AND PHOPHOROUS FERTILIZER ( A RATIO OF 1-4-4

OR MULTIPLES THEREOF). ENSURE THAT FERTILIZER IS WATERED IN.

5. PROVIDE A HALF INCH ANNUAL APPLICATION OF YARD WASTE COMPOST

6. REFURBISH MULCH TWICE PER YEAR - SPRING AND FALL. DO NOT

EXCEED 2" OF MULCH AND COMPOST COMBINED AT ANY ONE TIME.

3. HAND WEED UNLESS WEED NUMBERS BECOME EXCESSIVE. TREAT EXCESSIVE

BROADLEAF WEEDS WITH AN APPLICATION OF 2,4-D AS DIRECTED ON

PACKAGE. TREAT EXCESSIVE WEED GRASS PROBLEMS WITH ROUNDUP.

4. MINOR PEST INFESTATIONS CAN GO UNTREATED. EXCESSIVE INSECT

AND GRUB INFESTATIONS NEED TO BE TREATED AS DIAGNOSED WITH

AN APPROPRIATE PESTICIDE. EXCESSIVE FUNGAL INFESTATIONS NEED

TO BE TREATED IN TWO TO THREE SUCESSIVE TREATMENTS OVER

A PERIOD OF TWO TO THREE WEEKS WITH AN APPROPRIATE FUNGICIDE.

2. PRUNING / TRIMMING OF SHRUBS SHOULD BE DONE IN EARLY

SPRING JUST PRIOR TO LEAFFING OUT. HEAD LIMBS WITH EXCESSIVE

HEIGHT - REMOVE LIMB BACK TO THE CROTCH IN THE MAIN STEM.

AS NEEDED ACCORDING TO SOIL ANALYSIS.

MAINTENANCE NOTES:

DO NOT HEDGE! REMOVE ALL DEAD WOOD OR BRANCHES.

ZONE OF THE EXISTING PLANT MATERIAL.

SP-4

PLANPLANTING

S.

AC

AD

EM

Y

ST

RE

ET

7 18

PLANNER DATE



HTE#: 16-0330

15-SP-041

111_2_15

TO

WN

RE

VIE

W

CO

MM

EN

TS

FENCE

TREE PROTECTION

FENCE

TREE PROTECTION FENCE

TREE PROTECTION

BUILDING PLAN REVIEWS.

SEPARATELY FROM AND IN ADDITION TO SITE PLAN AND

THE BUILDING PERMIT PROCESS AND ARE EVALUATED

8. ALL IRRIGATION SYSTEM PLANS ARE SUBMITTED THROUGH

DETERMINED ACCEPTABLE BY THE PLANNING DIRECTOR.

ARCHITECT, CERTIFIED ARBORIST, OR OTHER SPECIALIST AS

STATEMENT SHALL BE CERTIFIED BY A REGISTERED LANDSCAPE

IN THE APPROVED SITE AND/OR SUBDIVISION PLAN. THIS

THE SOIL AMENDMENT SCHEDULE WAS FOLLOWEDAS SPECIFIED

STAFF CARY SITE INSPECTOR ATTESTING TO THE FACT THAT

A CERTIFIED STATEMENT SHALL BE PROVIDED TO THE TOWN

7. PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY

THE TOWN OF CARY PLANNING DEPARTMENT.

A CERTIFIED LANDSCAPE ARCHITECT AND BE PROVIDED TO

SCHEDULE FOR ALL TREE PLANTINGS SHALL BE PREPARED BY

BEGINNING INSTALLATION OF ANY TREES, A SOIL AMENDMENT

6. UPON ESTABLISHMENT OF FINISHED GRADES AND PRIOR TO

THE MATURE SIZE OF THE PLANT MATERIAL.

FOR MAINTENANCE. THE CLEARANCES SHALL ACCOUNT FOR

CLEARANCE ON ANY SIDE CONTAINING A DOOR ALLOW ACCESS

OF CLEARANCE AROUND THE STRUCTURE WITH TEN FEET OF

PLANTS. PLANTINGS SHALL ALLOW A MINIMUM OF FIVE FEET

BE SCREENED, TO THE EXTENT PRACTICAL, WITH EVERGREEN

SHALL BE LOCATED TO THE SIDE OR REAR OF THE SITE TO

ELECTRIC, CABLE, TELEPHONE, GAS, OR SIMILAR UTILITY

5. ALL ABOVE-GROUND EQUIPMENT ASSOCIATED WITH ON-SITE

OF CURB.

HALF FOOT BUMPER OVERHANG MEASURED FROM THE BACK

MATERIAL AT MATURITY SHALL ALLOW FOR A TWO AND A

4. THE SIZE OF THE PLANTING AREA AND OF PLANT

WITHIN TWENTY FEET OF A LIGHTING LOCATION.

RIGHT-OF-WAY, WITHIN FIVE FEET OF A SIDEWALK, OR

3. NO TREE SHALL BE LOCATED WITHIN A ROADWAY

BE SCREENED FROM PUBLIC VIEW.

AND VEHICULAR USE AREAS (DRIVES AND PARKING) SHALL

2. ALL MECHANICAL EQUIPMENT, WASTE DISPOSAL FACILITIES,

ON THE LANDSCAPE PLAN BASED ON ACTUAL FIELD CONDITIONS.

SUPPLEMENTAL PLANTINGS IN ADDITION TO THOSE SHOWN

SITE INSPECTOR RESERVES THE RIGHT TO REQUIRE

FUNCTION ADEQUATELY AS REQUIRED, THE TOWN OF CARY

1. WHERE EXISTING OR PROPOSED VEGETATION FAILS TO

TOWN NOTES:

3-RO

TO

RO

RB

PL

MG

JV

IC

GR

CJ

AI

KEY

THUJA OCCIDENTALIS ’DEGROOTS SPIRE’, ARBORVITAE

ROSMARINUS OFFICINALIS ’ARP’, ROSEMARY

ROSA BANKSIAE ’LUTEA’, LADY BANKS ROSE

PRUNUS LAUROCERASUS ’SUPREME’, CHERRY LAUREL

MAGNOLIA GRANDIFLORA ’LITTLE GEM’, LITTLE GEM

JUNIPERUS VIRGINIANA ’BRODIE’, BRODIE CEDAR

ILEX CRENATA ’SKY PENCIL’, SKY PENCIL HOLLY

GELSEMIUM RANKINII, SWAMP JESSAMINE

CAMELLIA JAPONICA ’NUCCIO’S PEARL’, CAMELLIA

AZALEA X INDICA ’FORMOSA’, FORMOSA AZALEA

PROPOSED PLANT MATERIAL

10GAL,4’HT

3GAL,15"HT

1GAL,24"HT

3GAL,24"HT

6’HT,B&B

6’HT,B&B

7GAL,3’HT

1GAL,24"HT

3GAL,24"HT

3GAL,24"HT

SIZE & SPACE

3’

3’

4’

5’

7.5’

5’

2’

3’

5’

5’

SPACE

O/C

4-TO

5-TO

4-TO

13

8

10

9

2

5

16

7

6

9

COUNT*

N88-36-28W 118.91’

EASEMENT LINE

S83-00-38W 36.

03’N88-46-39W 96.73’

N02-04-50W 9.41’

EASEMENT LINE

S83-00-38W 36.06’

EASEMENT LINE

N88-46-39W 95.29’

EASEMENT LINE

ACCESS / UTILITY

N1-23-31E 20.0’

EASEMENT LINE

ACCESS / UTILITY

TO

WN

HO

ME

SA

CA

DE

MY

PL

AC

E2

2_9_16

TO

WN

RE

VIE

W

CO

MM

EN

TS - 2

N

* *

OR

THCARO

LIN

A

563ALIS

ONA.

AREGIS

TE

RE

D

LANDSCAPE

AR

CHIT

EC

T

POC

KT

SHEET NO.:

SEQUENCE NO. OF

DATE:

RE

VISIO

NS

PROJECT

DRAWN:

DESIGNED:

APPROVED:

LA

ND

PL

AN

NE

R

LA

ND

SC

AP

E

AR

CHIT

EC

T

ALIS

ON A.P

OC

KA

T,

AS

LA

CA

RY,

NC 27518

106

ST

EE

PB

AN

K

DRIV

E

(919) 363-4415

SCALE:

FAQ sheet regarding Zev Summit Easement Request Who has requested the Zev Summit Easement? First UMC Cary Trustees received a request for a property easement from Sheila Ogle. The request asks First UMC Cary to grant a 40' X 16' easement at the southwestern corner of church property which would then allow for paving of an asphalt drive that would allow ingress/egress to the Ogle property. This paved drive would facilitate the construction of townhouses in that area as well as provide proper access for emergency vehicles as required by the Town of Cary. Sheila Ogle has received written notification from Scott Korbin allowing easement on Zev Summit Lane from Academy Street to our property. When First UMC Cary purchased the Zev Summit property an easement transferred to First UMC Cary for use of Zev Summit Lane from Academy Street to our property that was purchased. What does granting an easement mean? Granting an easement is allowing a non-exclusive access for ingress, egress, and regress of property. Are there any costs to the church? No, Sheila Ogle will bear all costs of the construction and paving of Zev Summit Lane. What is the easement time period? On or before five years (60 months) after the date of the execution of the easement, Sheila Ogle shall construct a road within the easement area that is built according to secondary road specification of the NC Department of Transportation. In the even that Sheila Ogle has not begun construction within the time frame the easement will cease to exist unless it is modified in writing and recorded in the appropriate registry. What are the easement specifications? Sheila Ogle shall assure:

• That all emergency vehicles can have full ingress and egress to said property without further using First UMC Cary’s additional property.

• All construction must be in keeping with the inspections, permitting, and approval of the Town of Cary.

• Said road shall be uniformly graded so as to provide a smooth surface for both pedestrian and vehicular traffic;

o that is stabilized for use in all weather conditions with drainage adequate to preserve and maintain the road without accumulation of standing water on the road;

o all water run off shall be pushed to Sheila Ogle’s property and not cause standing water on First UMC Cary’s property;

o and that is built in such a manner and way to provide First UMC Cary and members of the general public safe, convenient and passable way to

travel across, on and over the easement and across, on and over First UMC’s property to Sheila Ogle’s property at all times with all forms of vehicular and pedestrian traffic.

o Sheila Ogle shall be liable for all maintenance, repair, and reconstruction of such road in the manner prescribed in the easement.

o Subsequent to Sheila Ogle’s death, the obligation to maintain, repair, and reconstruct the road shall pass to Sheila Ogle’s successors, heirs, and assigns.

• In the event that Sheila Ogle disrupts earth or damages property outside of the easement area on First UMC Cary’s greater tract of land Sheila Ogle shall repair to the condition that said land, structures, etc. were in prior to construction, repair or maintenance action by Sheila Ogle.

• Sheila Ogle shall not cause any fences, curb, or gutter to be erected in a manner that acts as a barrier to the lot owned by First UMC Cary or their use of Zev Summit Lane.

• In no way shall access be obstructed or inhibited.

Can the easement be assigned by the Sheila Ogle? The easement cannot be assigned by the Sheila Ogle unless granted in writing by First UMC Cary.

update on zev summit easement request - first umc...

Documents