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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
DB 1813, PG 12113 E PARK ST
27540-7459HOLLY SPRINGS NC
401 KENMONT DRYARBOROUGH, FRANK 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:
21.32’LENGTH - N41-49-26WBEARING -CHORD=21.14’R=48’
4.04’N69-27-34E
20.74’N69-27-34E
27.35’LENGTH - N76-37-45WBEARING -CHORD=27.04’R=52’
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"
JOINTS1/2" EXPANSION
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"
*
JOINTS1/2" EXPANSION
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
SEE TOWN DETAILDRIVEWAY APRONNEW 20’ 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)
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
DB 1813, PG 12113 E PARK ST
27540-7459HOLLY SPRINGS NC
401 KENMONT DRYARBOROUGH, FRANK 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:
21.32’LENGTH - N41-49-26WBEARING -CHORD=21.14’R=48’
4.04’N69-27-34E
20.74’N69-27-34E
27.35’LENGTH - N76-37-45WBEARING -CHORD=27.04’R=52’
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"
JOINTS1/2" EXPANSION
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"
*
JOINTS1/2" EXPANSION
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
SEE TOWN DETAILDRIVEWAY APRONNEW 20’ 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:
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)
10’ DRIVEWAY EASEMENT
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 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:
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.
STANDARD DRIVEWAY APRON
1871
RC
A NA
TN,
RO H CAY
IOL
R
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
THICKNESS
APRON WITH 6" MINIMUM
CONCRETE DRIVEWAY MAXIMUM RECOMMENDED GRADES
DRIVEWAY BY OTHERS WITH
W/ 6" MINIMUM THICKNESS
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.
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"
*
JOINTS
1/2" EXPANSION
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 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
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 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
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 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)
10’ DRIVEWAY EASEMENT
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
ZONING - TOWN CENTER HMXD
ACREAGE - 0.585 AC
PIN NUMBER - 0764500982
ADDRESS - 215 S. ACADEMY ST.
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
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Y
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7 18
PLANNER DATE
Development Review Committee
Approved by the Town of Cary
HTE#: 16-0330
15-SP-041
111_2_15
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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
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2_9_16
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OR
THCARO
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AREGIS
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SHEET NO.:
SEQUENCE NO. OF
DATE:
RE
VISIO
NS
PROJECT
DRAWN:
DESIGNED:
APPROVED:
LA
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PL
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LA
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AP
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ON A.P
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AS
LA
CA
RY,
NC 27518
106
ST
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PB
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DRIV
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(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.