RHYS PARK SUBDIVISION S-55-2017 - raleighnc.gov · rhys park subdivision ¯ s-55-2017! s-55-2017...
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SHELLEY RD MANCHESTER DR INGLEWOOD LN CORONADO DR WIMBLETON DR Zoning: CAC: Drainage Basin: Acreage: Number of Lots: R-4 Midtown Mine 0.58 2 0 560 280 Feet Planner: Phone: Applicant: Phone: Martha Lobo (919) 996-2664 Ryan Johnson (919) 536-2781 ¯ RHYS PARK SUBDIVISION S-55-2017 !
Transcript of RHYS PARK SUBDIVISION S-55-2017 - raleighnc.gov · rhys park subdivision ¯ s-55-2017! s-55-2017...
SHELLEY RD
MANCHESTER DR
INGLEWOOD LN
CORO
NADO
DR
WIMB
LETO
N DR
Zoning:CAC:
Drainage Basin:Acreage:
Number of Lots:
R-4MidtownMine0.582
0 560280 Feet
Planner:Phone:
Applicant:Phone:
Martha Lobo(919) 996-2664Ryan Johnson(919) 536-2781
¯RHYS PARK SUBDIVISIONS-55-2017 !
S-55-2017 Rhys Park Subdivision 1
City of RaleighDevelopment Services Department
One Exchange PlazaRaleigh, NC 27602
(919) [email protected]
www.raleighnc.gov
Administrative Approval Action
Case File / Name: S-55-17, Rhys Park SubdivisionTransaction # 526138, AA # 3672
LOCATION: This site is located on the south side of Manchester Drive, at 1201 Manchester Drive (inside City limits).
REQUEST: Subdivision of a 0.57 acre tract zoned R-4 into 2 interior lots. Proposed lots are 0.26 and 0.31 acres in size. The density of the site will be 3.39 units/acre.
DESIGN ADJUSTMENT(S)/ALTERNATES, ETC: N/A
FINDINGS: City Administration finds that this request, with the below conditions of approval being met, conforms to the Unified Development Ordinance. This approval is based on a preliminary plan submitted by Alison A. Pockat, dated 10/12/17.
CONDITIONS OF APPROVAL and NEXT STEPS:Note: This document must be applied to the second sheet of all future submittals with
the exception of final plats.
PRIOR TO THE ISSUANCE OF ANY SITE PERMITS OR APPROVAL OF CONCURRENT REVIEW PROCESS, WHICHEVER IS APPLICABLE:
ENGINEERING
1. Next Step: A right-of-way obstruction permit must be obtained from Right-of-way Services prior to the commencement of any construction activities within the right-of-way.
STORMWATER
2. In accordance with Part 10A Section 9.4.4 of the Unified Development Ordinance, a surety equal the cost of clearing, grubbing and reseeding a site, shall be paid to the City if land disturbance exceeds 12,000 sf.
URBAN FORESTRY
3. Obtain required stub permits from the City of Raleigh. (used with new streets and infrastructure)
PRIOR TO AUTHORIZATION TO RECORD LOTS:
GENERAL
1. A demolition permit shall be issued and this building permit number be shown on all maps for recording.
ENGINEERING
2. The required right of way and 20’ slope easement for proposed and/or existing streets shall be dedicated to the City of Raleigh and shown on the map approved for recordation.
VICINITY MAP
COVER SHEET
EC-1
SP-1
NO. TITLEDWG.
LIST OF DRAWINGS
1
2
3
4
EXISTING CONDITIONS PLAN
SITE DATA
C0-1
0
SCALE FEET
500 1000250
SEQ.
NO.
AAP
PROPOSED SUBDIVISION
SCALE: 1" = 500’
CO-1
SHEET
COVER
1 4
NTS
1
D-1 UTILITY DETAILS
RE
VO
LU
TIO
N
HO
ME
S
LL
C
SUIT
E 115,
RA
LEIG
H,
NC 27606
5580
CE
NT
ER
VIE
W
DR.,
JULY 15, 2017
1201
MA
NC
HE
ST
ER
DR., R
AL
EIG
H,
NC
SITE
RD NOTELBMIW
DR KOORBNARC
TS
TR
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MA
R
RD
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KD
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ELEMENTARYBROOK
CLUBHILLSNORTH
LP NOSINNUG
RD
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RD SNIL
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RD NOTH
SA SUBDIVISION
RHYS PARK
RH
YS
PA
RK
SU
BDIVISIO
N
9/21/17
RA
LEIG
H
CO
MM
EN
TS
CONTACT: RYAN W. JOHNSON
OFFICE PHONE - 919 536-2781
RALEIGH, NC 27606
5580 CENTERVIEW DR., SUITE 115
REVOLUTION HOMES LLC
DEVELOPER:
RALEIGH, NORTH CAROLINA
1201 MANCHESTER DR
3.39
RALEIGH TRANSACTION NUMBER: 526138
RALEIGH CASE NUMBER: S-55-17
A 6’ X 6’ CONCRETE PAD TO THE SIDE OR REAR OF THE HOUSE.
WASTE SERVICES. CARTS WILL BE STORED IN GARAGES OR ON
PUBLIC RIGHT-OF-WAY AND SERVICED BY CITY OF RALEIGH SOLID
REFUSE CONTAINERS ARE TO BE ROLLED TO THE CURB OF THE
DESIGN MANUAL.
THE REQUIREMENTS SET FORTH IN THE SOLID WASTE COLLECTION
DEVELOPERS HAVE REVIEWED AND ARE IN COMPLIANCE WITH
SOLID WASTE COMPLIANCE STATEMENT:
CITY OF RALEIGH &/OR NCDOT STANDARDS AND SPECIFICATIONS.
NOTE: ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
2 DWELLINGS X 4 BEDROOMS X 120 GRP
PROJECTED WASTEWATER FLOW = 960 GPD
MAXIMUM PERCENT IMPERVIOUS (PROPOSED COND.) FOR LOTS 1 & 2 = 38%
MAXIMUM TOTAL IMPERVIOUS SURFACE AREA FOR LOTS = 9,381.7 SF
DENSITY (MAX) FOR R-4 (UDO SEC 2.2.1.A.A4) - 4 UNITS / ACRE
OVERALL UNITS/ACRE DENSITIES PER ZONING DISTRICTS - 3.39
LOT 2 - 13,339.2 SF - 0.31 AC
LOT 1 - 11,349.5 SF - 0.26 AC
PROPOSED USE - TWO RESIDENTIAL LOTS
PERCENT IMPERVIOUS (EXISTING COND.) = 12.85%
EXISTING IMPERVIOUS SURFACE AREA FOR LOT = 3,173 SF
TOTAL SURFACE AREA FOR LOT = 24,688.7 SF, 0.57 ACRES
BLOCK K, LOT 19
THE SITE IS A SUBDIVISION OF NORTH HILLS ESTATES
PROPOSED USE - LOW DENSITY RESIDENTIAL
UPPER NEUSE BASIN
WATERSHED: CRABTREE CREEK
CITIZENS ADVISARY COUNCIL - MIDTOWN
LESS THAN 10 UNITS PER AC - HOMESITE
LAND CLASS: LOW DENSITY RESIDENTIAL -
ZONING: R-4
PIN #: 1706242814 ACREAGE: 0.59
ADDRESS: 1201 MANCHESTER DR., RALEIGH
210/12/17
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Fax (919) 779-
4056
Phone (919) 779-
4854
Garner,
NC 27529
101
W.
Main
St.,
Suite 202
SHEET NO.:
SEQUENCE NO. OF
DATE:
RE
VISIO
NS
DRAWN:
DESIGNED:
APPROVED:
LA
ND
PL
AN
NE
R
LA
ND
SC
AP
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AR
CHIT
EC
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ALIS
ON A.P
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KA
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SCALE:
CA
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NC 27518
106
ST
EE
PB
AN
K
DRIV
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(919) 363-4415
18"
SS
20 2010 0 40
SCALE FEET
SCALE: 1" = 20’
CO
MAN HOLE
WATER VALVE
WATER METER
CLEANOUT
PROPERTY LINE
SANITARY SEWER LINE
STORMWATER DRAIN LINE
EXISTING TOPOGRAPHY
LEGEND:
WM
WV
MH1
AAP
4
NTS
EC-1
2
CONDITIONS
EXISTING
1
EIP
HYDRANT
FIRE
EXISTING
MH
ZONING - R-4
USE: SINGLE FAMILY
PIN# 1706240888
DB 007535, PG 00653
BRYAN & NANCY JONES
5324 INGLEWOOD LN
CL
1201
MA
NC
HE
ST
ER
DR., R
AL
EIG
H,
NC
JULY 19, 2017
RE
VO
LU
TIO
N
HO
ME
S
RA
LEIG
H,
NC 27606
5580
CE
NT
ER
VIE
W
DR., S
UIT
E 115
EIP
EIP
EIP
EIP
EIP
50’ PUBLIC R /W
MANCHESTER DR.
ZONING - R-4
USE: SINGLE FAMILY
PIN# 1706240786
DB 016196, PG 00055
PENN & KIM HOLDERNESS
5320 INGLEWOOD LN
ZONING - R-4
USE: SINGLE FAMILY
PIN# 1706241617
DB 002655, PG 00446
WILLIAM & MAXINE CARR
5310 INGLEWOOD LN
ZONING - R-4
USE: SINGLE FAMILY
PIN# 1706241693
DB 003282, PG 00103
JOAN JANIS
MITCHELL RAPP &
5300 INGLEWOOD LN
ZONING - R-4
USE: SINGLE FAMILY
PIN# 1706243602
DB 009184, PG 01780
CHANDRA COX
5224 INGLEWOOD LN
ZONING - R-4
USE: SINGLE FAMILY
PIN# 1706243831
DB 014041, PG 01675
DERRICK SABOL
EMILY SIMPSON &
1121 MANCHESTER DR
ZONING - R-4
USE: SINGLE FAMILY
PIN# 1706251076
DB 015934, PG 00876
DANIEL & JENNIFER O’KORN
1200 MANCHESTER DR
ZONING - R-4
USE: SINGLE FAMILY
PIN# 1706253064
DB 015871, PG 02254
SHERWIN DEUTCHMAN
1120 MANCHESTER DR
S85-45-00E 137.33’
N04-15-00
E 125.0
0’
N34-33-00
W 10
3.8
0’
N85-45-00W 72.40’
4.95’
S04-15-00
W
205.9
0’
50’
R/
W
EXIS
TIN
G
25’
CL
WI
MB
LE
TO
N
DR
16’
13.5’
27’
B-
B
WITH 30" CURB AND GUTTER
EXISTING NEIGHBORHOOD STREET
340
340
330
330
330
340
328
326
324
326 328 332 334
336
338
342
338
336
334
332
334
336
338
342
344
346
342
338
336
334
332
EPI
P
NIA
RD "
63
MROTS
"81
MR
OT
S "
81 MH
SSSS
SSSS
SSSS
SSSS
SS
WV
WV
HOUSE
EXISTING
SH
ED
DRIVE
CONCRETE
EXISTING
(BM PG 261)
EXISTING DRAINAGE EASEMENT
EXISTING DRAINAGE EASEMENT
EASEMENT TO BE ABANDONED
NEIGHBORHOOD DRAINAGE
EXISTING PRIVATE
EASEMENT TO BE ABANDONED
NEIGHBORHOOD DRAINAGE
EXISTING PRIVATE
7,227 SF
DEMOLITION -
DISTURBED BY
AREA TO BE
RH
YS
PA
RK
SU
BDIVISIO
N
SEALED BY SEAN MCLEAN, NC PE 027840 AND DATED 8/14/17.
3. UTILITY DESIGN IS TAKEN FROM A DOCUMENT ISSUED AND
AND SPECIFICATIONS.
CITY OF RALEIGH &/OR NCDOT STANDARDS
2. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
TOPOGRAPHIC INFORMATION IS BASED ON WAKE COUNTY GIS.
OF NORTH HILLS ESTATES, BLOCK K, LOT 19 AND DATED 5-31-17.
PHONE NUMBER: 919 779-4854, ENTITLED ’SUBDIVISION
SURVEYING, 101 W. MAIN ST., SUITE 202 GARNER, NC, 27529
ARE BASED ON A PLOT PLAN BY RWK, PA ENGINEERING AND
1. EXISTING BOUNDARY AND SITE ELEMENTS AND INFORMATION
PROPERTY NOTES:
INV.IN=332.82INV.OUT=332.92RIM ELEV.=345.12SSMH
INV.IN=314.83INV.OUT=315.83RIM ELEV.=323.28SSMH
PIPE SIZE REQUIRED FOR THE 100 YR STORM @ 1% = 24" RCP
Q10 = 10.43 CFS, Q100 = 15.18 CFS
Tc=40, i10=3.3, i100=4.8, C=3
SLOPE - 4.6%
HIGHEST SPOT ELEVATION - 386
LOWEST SPOT ELEVATION - 326
SLOPE LENGTH - 1,316 LF
459,025 SF, 10.54 AC
TOTAL WATERSHED AREA FLOWING TO THE PIPE -
SUPPORT THE SIZING OF THE PIPE:
REPLACED WITH A NEW 36" PIPE. THE FOLLOWING CALCULATIONS
STREET. THAT PIPE IS CURRENTLY 36" RCP AND TP BE
TIED INTO THE STORMWATER SYSTEM AS IT NEARS THE
BE TURNED, PLACED IN THE ACTUAL EASEMENT AND
LOCATED ABOVE THE LOW SPOT IS ALSO PROPOSED TO
IN ADDITION THE EXISTING PIPE WHICH CURRENTLY IS
RELOCATED TO ADDRESS THE ACTUAL STORWATER FLOW.
AN EXISTING PRIVATE STORMWATER EASEMENT IS BEING
NOTE:
POTENTIAL AREA OF DISTURBANCE = 7,227 SF
MIDTOWN
CITIZENS ADVISARY COUNCIL -
ZONING - R-4
SHED - 75 SF
DRIVE / WALK - 476 SF
HOUSE / GARAGE / PORCH - 2,622 SF
EXISTING IMPERVIOUS AREA - 3,173 SF - 0.07 AC
TOTAL ACREAGE - 25,650 SF - 0.59
ADDRESS: 1201 MANCHESTER DR., RALEIGH
PIN NUMBER - 1706242814
SITE DATA:
9_21_17
RA
LEIG
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CO
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NC
EP
TS
AN
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SIG
NS
engin
eerin
g ~ surveyin
g
Fax (919) 779-
4056
Phone (919) 779-
4854
Garner,
NC 27529
101
W.
Main
St.,
Suite 202
SHEET NO.:
SEQUENCE NO. OF
DATE:
RE
VISIO
NS
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
SCALE:
CA
RY,
NC 27518
106
ST
EE
PB
AN
K
DRIV
E
(919) 363-4415
18"
SS
20 2010 0 40
SCALE FEET
SCALE: 1" = 20’
CO
MAN HOLE
WATER VALVE
WATER METER
CLEANOUT
PROPERTY LINE
SANITARY SEWER LINE
STORMWATER DRAIN LINE
EXISTING TOPOGRAPHY
LEGEND:
WM
WV
MH1
AAP
SP-1
3 4
NTS
1
AN ADJACENT PROPERTY LINE UNLESS IT IS SHARED
- DRIVEWAY MUST BE LOCATED A MINIMUM OF 3.5’ FROM
INTERSECTION RADIUS
CLEARANCE FROM THE POINT OF TANGENCY OF THE
- DRIVEWAY MAY NOT BE WITHIN THE 20’ MINIMUM CORNER
- DRIVEWAYS ARE TO BE 40’ APART ON THE SAME LOT
- DRIVEWAY MUST HAVE A WIDTH OF 10’ MIN. - 18’ MAX
- MUST BE A RAMP DRIVEWAY
FOR EACH LOT. THE RESTRICTIONS FOR DRIVEWAYS ARE:
DRIVEWAY LOCATIONS WILL BE DETERMINED AT SITE PLAN
DRIVEWAY NOTE:
PLACEMENT EASEMENT
NEW 5’ GENERAL UTILITY
EIP
HYDRANT
FIRE
EXISTING
0.5 OF 64’ = 32’
PROPOSED R/W WIDTH
7’ ADDITIONAL WIDTH -
REQ. 64’ RIGHT OF WAY
NEIGHBORHOOD STREET
MH
ZONING - R-4
USE: SINGLE FAMILY
PIN# 1706240888
DB 007535, PG 00653
BRYAN & NANCY JONES
5324 INGLEWOOD LN
SURROUNDING SHOULDER
SHOULDER TO MATCH
AND GUTTER AND REGRADE
ABANDONED - REPLACE CURB
EXISTING DRIVEWAY TO BE
CL
1201
MA
NC
HE
ST
ER
DR., R
AL
EIG
H,
NC
JULY 19, 2017
SANITARY SEWER SERVICE LINE
CLEAN OUT W/ 4" PVC
NEW 4" SEWER SERVICE
RE
VO
LU
TIO
N
HO
ME
S
RA
LEIG
H,
NC 27606
5580
CE
NT
ER
VIE
W
DR., S
UIT
E 115
EIP
EIP
EIP
EIP
EIP
50’ PUBLIC R /W
MANCHESTER DR.
ZONING - R-4
USE: SINGLE FAMILY
PIN# 1706240786
DB 016196, PG 00055
PENN & KIM HOLDERNESS
5320 INGLEWOOD LN
ZONING - R-4
USE: SINGLE FAMILY
PIN# 1706241617
DB 002655, PG 00446
WILLIAM & MAXINE CARR
5310 INGLEWOOD LN
ZONING - R-4
USE: SINGLE FAMILY
PIN# 1706241693
DB 003282, PG 00103
JOAN JANIS
MITCHELL RAPP &
5300 INGLEWOOD LN
ZONING - R-4
USE: SINGLE FAMILY
PIN# 1706243602
DB 009184, PG 01780
CHANDRA COX
5224 INGLEWOOD LN
ZONING - R-4
USE: SINGLE FAMILY
PIN# 1706243831
DB 014041, PG 01675
DERRICK SABOL
EMILY SIMPSON &
1121 MANCHESTER DR
ZONING - R-4
USE: SINGLE FAMILY
PIN# 1706251076
DB 015934, PG 00876
DANIEL & JENNIFER O’KORN
1200 MANCHESTER DR
ZONING - R-4
USE: SINGLE FAMILY
PIN# 1706253064
DB 015871, PG 02254
SHERWIN DEUTCHMAN
1120 MANCHESTER DR
S85-45-00E 137.33’
N04-15-00
E 125.0
0’
N34-33-00
W 10
3.8
0’
N85-45-00W 72.40’
4.95’
S04-15-00
W
205.9
0’
50’
R/
W
EXIS
TIN
G
25’
CL
WI
MB
LE
TO
N
DR
16’
13.5’
27’
B-
B
WITH 30" CURB AND GUTTER
EXISTING NEIGHBORHOOD STREET
340
340
330
330
330
340
328
326
324
326 328 332 334
336
338
342
338
336
334
332
334
336
338
342
344
346
342
338
336
334
332
EPI
P
NIA
RD "
63
MROTS
"81
MR
OT
S "
81 MH
SSSS
SSSS
SSSS
SSSS
SS
WV
WV
S04-15-00
W
198.8
2’
PR
OP
OS
ED
PR
OP
ER
TY
LIN
E
70.33’
S85-45-00E
67.0’
S85-45-00E
5.58’61.87’
100’
65’
65’
100’
MIDTOWN CAC
CITIZENS ADVISARY COUNCIL -
ZONING - R-4
PRIOR TO SUBDIVISION OF LOT
THESE STRUCTURES ARE TO BE DEMOLISHED
SHED - 75 SF
DRIVE, WALK - 476 SF
HOUSE, GARAGE, PORCH - 2,622 SF
EXISTING IMPERVIOUS AREA - 3,173 SF - 0.07 AC
LOT 2 - 13,339.2 SF - 0.31 AC
LOT 1 - 11,349.5 SF - 0.26 AC
INDIVIDUAL LOT AREA
AREA OF RIGHT OF WAY DEDICATION - 961.3 SF (0.02 AC)
TOTAL ACREAGE - 25,650 SF - 0.59 AC
ADDRESS: 1201 MANCHESTER DR., RALEIGH
PIN NUMBER - 1706242814
SITE DATA:
OF 64’
R/
W
32’ - .5
PIPE
PROPOSED 36" DRAIN
36" PIPE
NEW JUNCTION BOX AND
36" PIPE AND PROVIDE
CUT AND ABANDON EXISTING
RH
YS
PA
RK
SU
BDIVISIO
N
SEALED BY SEAN MCLEAN, NC PE 027840 AND DATED 8/14/17.
3. UTILITY DESIGN IS TAKEN FROM A DOCUMENT ISSUED AND
AND SPECIFICATIONS.
CITY OF RALEIGH &/OR NCDOT STANDARDS
2. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
TOPOGRAPHIC INFORMATION IS BASED ON WAKE COUNTY GIS.
OF NORTH HILLS ESTATES, BLOCK K, LOT 19 AND DATED 5-31-17.
PHONE NUMBER: 919 779-4854, ENTITLED ’SUBDIVISION
SURVEYING, 101 W. MAIN ST., SUITE 202 GARNER, NC, 27529
ARE BASED ON A PLOT PLAN BY RWK, PA ENGINEERING AND
1. EXISTING BOUNDARY AND SITE ELEMENTS AND INFORMATION
PROPERTY NOTES:
COPPER WATER SERVICE LINE
BOX AND 3/4" TYPE K
NEW 5/8" WATER METER W/
SANITARY SEWER SERVICE LINE
CLEAN OUT W/ 4" PVC
NEW 4" SEWER SERVICE
INV.IN=332.82INV.OUT=332.92RIM ELEV.=345.12SSMH
INV.IN=314.83INV.OUT=315.83RIM ELEV.=323.28SSMH
ALIGNMENT
DRAINAGE EASEMENT
PROPOSED PRIVATE
PIPE SIZE REQUIRED FOR THE 100 YR STORM @ 1% = 24" RCP
Q10 = 10.43 CFS, Q100 = 15.18 CFS
Tc=40, i10=3.3, i100=4.8, C=3
SLOPE - 4.6%
HIGHEST SPOT ELEVATION - 386
LOWEST SPOT ELEVATION - 326
SLOPE LENGTH - 1,316 LF
459,025 SF, 10.54 AC
TOTAL WATERSHED AREA FLOWING TO THE PIPE -
SUPPORT THE SIZING OF THE PIPE:
REPLACED WITH A NEW 36" PIPE. THE FOLLOWING CALCULATIONS
STREET. THAT PIPE IS CURRENTLY 36" RCP AND TP BE
TIED INTO THE STORMWATER SYSTEM AS IT NEARS THE
BE TURNED, PLACED IN THE ACTUAL EASEMENT AND
LOCATED ABOVE THE LOW SPOT IS ALSO PROPOSED TO
IN ADDITION THE EXISTING PIPE WHICH CURRENTLY IS
RELOCATED TO ADDRESS THE ACTUAL STORWATER FLOW.
AN EXISTING PRIVATE STORMWATER EASEMENT IS BEING
NOTE:
9_21_17
RA
LEIG
H
CO
MM
EN
TS
SUBDIVISION
PROPOSED
0.26 ACRES
AREA - 11,349.5 SF
LOT 1
0.31 ACRES
AREA - 13,339.2 SF
LOT 2
HANDBOOK PG 67 & PG 125.
RIGHT OF WAY OR EASEMENT - SEE PU
ABANDONED AT TAP (MAIN) AND REMOVED FROM
EXISTING UTILITY SERVICES (UNUSED) SHALL BE
UTILITY NOTE:
DESIGN MANUAL SECT. 5.8.4
AS PER RALEIGH STREET
NEW 20’ SLOPE EASEMENT
PROPOSED RIGHT-OF-WAY
ALIGNMENT
DRAINAGE EASEMENT
PROPOSED 20’ PRIVATE
210_12_17
ST
RE
ET
TR
EE
S
TO RECORD LOTS (UDO 8.1.10).
BE REQUIRED TO BE PAID PRIOR TO AUTHORIZATION
9. A FEE-IN-LIEU FOR SIDEWALK CONSTRUCTION WILL
PRIOR TO SUBDIVISION PLAT RECORDATION.
BE PLANTED ALONG MANCHESTER DR. WILL BE PROVIDED
8. A FEE-IN-LIEU FOR FOUR STREET TREES TO
UDO SEC 2.2.7 .
RESIDENTIAL INFILL COMPATIBILITY REGULATIONS OF
7. DEVELOPMENT OF THESE LOTS ARE SUBJECT TO
INDICATED ON THE RECORDED PLAT FOR EACH LOT.
THE IMPERVIOUS SURFACE AREA LIMITATIONS SHALL BE
THE R-4 IMPERVIOUS SURFACE RESTRICTIONS OF 38%.
6. THE DEVELOPMENT OF THESE LOTS IS SUBJECT TO
TO PROVIDE SERVICE TO THESE SITES.
INSTALLATION OF ALL UTILITY LINES NECESSARY
5. THE DEVELOPER IS RESPONSIBLE FOR THE
WITH ALL CITY OF RALEIGH AND/OR NCDOT STANDARDS.
4. ALL CONSTRUCTION IS TO BE IN ACCORDANCE
ON ALL MAPS FOR RECORDING.
THE DEMO BUILDING PERMIT NUMBER SHALL BE SHOWN
WILL BE REMOVED PRIOR TO ANY SUBDIVISION OF LAND.
3. EXISTING HOUSE, WALK AND DRIVEWAY STRUCTURES
UDO NO TREE CONSERVATION PLAN WILL BE REQUIRED.
2. THE SITE IS 0.57 ACRES. UNDER SECTION 9.1.3 OF THE
BOTH LOTS COMBINED IS LIMITED TO 12,000 SF OR LESS.
PERMIT WILL NOT BE REQUIRED IF LAND DISTURBANCE OF
UNDER SECTION 9.4.6 OF THE UDO, A LAND DISTURBING
IMPERVIOUS SURFACE LIMITATIONS OF TC-2-16 9.2.2 A 4.
DEVELOPMENT OF THESE TWO LOTS SHALL MEET THE
STANDARD DEFINED UNDER TC-2-16 SECTION 9.2.2 A 1 b. (i).
DEVELOPMENT FALLS UNDER THE SUBDIVIDED LOTS USE
TWO LOTS EQUALS 24,688.7 SQFT (0.57 ACRE). THIS
1. THE TOTAL AREA AVAILABLE FOR DEVELOPMENT OF THE
SITE NOTES:
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Fax (919) 779-
4056
Phone (919) 779-
4854
Garner,
NC 27529
101
W.
Main
St.,
Suite 202
SHEET NO.:
SEQUENCE NO. OF
DATE:
RE
VISIO
NS
DRAWN:
DESIGNED:
APPROVED:
LA
ND
PL
AN
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LA
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SC
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AR
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ALIS
ON A.P
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AS
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SCALE:
CA
RY,
NC 27518
106
ST
EE
PB
AN
K
DRIV
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(919) 363-4415
