s-48-17 camelot village ii preliminary subdivision · pea rl d brambleton ave g r a n d o v e r q d...
TRANSCRIPT
PEARL RD
BRAMBLETON AVE
GRANDOVER DR
LAUR
EL G
LEN
DR
LORD
MAR
IO C
T
LADY
RITA
LN
FOREST POINT RD
WYNMORE RD
APPERSON DRLANDREAUX DR
ROCK QUARRY RD
HAVERTY DR
IVYBRIDGE LN
SCOFIELD DR
ADVANTIS DR
SIR MICHEL DR
QUEEN PIERRETTE ST
BRYANSTONE PL
PRINCESS ANNA MARIE LN
BEARMONT PL
HERSTON RD
FLAT FERN DR
CAMELOT VILLAGE AVE
SOJOURN DR
GUNNETTE DR
TALL
IS CT
SKYLOCK DR
BOLITAR DR
CILA
NTRO
DR
Zoning:CAC:
Drainage Basin:Acreage:
Number of Lots:
R-10-CU & NX-3-CUSouthBig Branch11.7284
0 600 1,200300 Feet
Planner:Phone:
Applicant:Phone:
Michael Walters(919) 996-2636Howard Moye(919) 669-7650
¯CAMELOT VILLAGE II SUBDIVISIONS-48-2017 !
COVER
SCALE:
DRAWN BY:
DATE:
OF
SHEET
REVISIONS:
PROJECT #
TON
Y M
. TA
TE L
AN
DSC
APE
ARC
HITE
CTU
RE, P
A50
11 S
OUT
HPA
RK D
RIV
E, S
TE. 2
00 -
DUR
HAM
, NC
277
13p:
(919
) 484
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ot D
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LLC
312
Wes
t Millb
rook
Rd
CA
MEL
OT
VIL
LAG
E II
CO
VER
1" = 100'-0"
16136
TRAN
SACT
ION
#52
4315
CAMELOT VILLAGE IISECOND SUBMITTAL 2/6/2018
SUBMITTALS7/28/2017FIRST SUBMITTAL
TREE CONSERVATION PLAN L-4
L-1
INDEX
LANDSCAPE PLAN
EXISTING CONDITIONSCOVER SHEET
L-3
RALEIGH, NORTH CAROLINATRANSACTION #524315
4/25/2018THIRD SUBMITTALFOURTH SUBMITTAL 5/22/2018
PRELIMINARY SUBDIVISION - CONVENTIONALPEARL ROAD AND CAMELOT VILLAGE AVENUE
L-6DETAILS
VICINITY MAPSCALE: 1"=300'
C-1PRELIMINARY STORMWATER PLAN
SITE
C-2PRELIMINARY GRADING PLAN
PRELIMINARY SUBDIVISION PLAN L-2Camelot Development, LLCPO Box 20667Raleigh, North Carolina 27619(919) 844-7888
221 N. Salem Street, Suite 200Apex, NC 27502
Jones & Cnossen Engineeringconsulting engineers:
landscape architect:Tony M. Tate Landscape Architecture P.A.5011 Southpark Drive, Suite 200Durham, North Carolina 27713(919) 484-8880
developer:TOTAL SITE AREA 11.55 AC
PROPOSED USE SINGLE FAMILY AND TOWNHOMES
ZONING R-10-CU (ZONING CASE# Z-42-16), NX-3-CU
CURRENT USE VACANT
EXISTING LOTS 3
TOTAL LOTS PROPOSED 88
81 RESIDENTIAL LOTS
7 HOA/COMMON AREA LOTS
AMENITY SPACE REQUIRES 28,836 S.F.
PROPOSED AMENITY SPACE 29,700 S.F.
TCA REQUIRED 1.16 AC (10%)
TCA PROVIDED 1.16 AC (10.04%)
INSIDE CITY LIMITS YES
PROPOSED DENSITY 7.01 DU/AC
WAKE COUNTY PINS 1731-07-7826, 1730-10-6338, 1731-08-2074
RIVER BASIN NEUSE
SITE DATA
1. The Apartment Building Type per Section 1.4.1.D is prohibited.
2. A transit easement has been recorded in Wake County BM2009 Page 32. If
transit has been implemented or is planned to be implemented within 180 days of
the issuance of a building permit for new development and if requested by the
City of Raleigh in writing, the above referenced transit easement shall be
improved with the following prior to issuance of the first certificate of occupancy
on the property:
(a) a 15’x20’ cement pad; a 30’ cement landing zone between the back of
curb and sidewalk,
(b) an ADA-accessible transit waiting shelter with bench, and
(c) a litter container.
CONDITIONS OF ZONING CASE Z-42-16
L-7DETAILS
SITE
SITE68
81 (88 INC. POND AND HOA LOTS)
7.0181
TREE CONSERVATION PLAN L-5
*
* Flood Hazard Soils ONLY - no floodplain.
C-3PRELIMINARY UTILITIES PLAN
S-48-17
1. Re-imbursement for future right-of-way dedication shall remain at R-4 values for the entire property
2. Open-air stormwater detention facilities shall be screened with evergreen vegetation planted at 5' on center, 18"
height at time of planting.
3. Total dwelling units shall be limited to 211 units maximum.
ZONING CONDITIONS SPECIFIC TO NX (FORMALLY NB) PORTION OF SITE:
1. Allowed uses shall be limited to:
(a) office, agency and studio of a professional or business agent or political, labor, or service association
(b) eating establishment of any type
(c) food store - retail, which includes convenience items
(d) residential dwellings and accessory uses
(e) day care facility
2. Outdoor lighting shall be full cut-off and directed away from residential properties.
3. Building height shall not exceed 30'.
4. Roofs, with an exception of the convenience store canopy, shall be pitched minimum 5:12.
5. Ground high profile signs shall be prohibited.
6. Residential density shall be limited to 6 DU/AC maximum.
7. At the time of site plan submittal the applicant shall provide a copy of the development plan to the South
Citizens Advisory Committee.
8. All non-residential buildings shall comply with the Unity of Development standards.
9. No reduction in the required Transitional Protective Yards adjacent to residential uses shall be allowed.
CONDITIONS OF ZONING CASE Z-35-03
LOTTING PLAN L-2.1
2/6/18
ZONING LINE
NOTE: NO PHASING IS BEING PROPOSED WITH THIS PRELIMINARY PLAN.
4/25/18
5/22/18
S 88°59'02" E 297.79' S 88°20'26" E128.94'
S 0
0°5
2'4
0" E 2
14.8
0'
S 0
0°4
8'5
0" E 2
11.1
2'
S 29°32'10" E 130.79'
L13
L14
L15
L16
C1
C2
C3
C4
C5C6
L17
S 00°42'32" E61.61' (TIE)
CONTROL CORNERN.C. GRID COORDINATES (NAD'83)N= 718,575.92E= 2,130,795.83(B.M. 2009 PG. 308)
LOT 213 CAMELOT VILLAGE AREA = 3.153 ACRES / 137,330 S.F.
L18
L19
L20L21
L22
L23C7
C8
C9
C10
C11
C12
C13
C15
C16
C17 C
18
N 61°49'26" E125.09'
S 1
3°3
9'5
8" E
116.9
6'
S 1
3°3
9'5
8" E
134.8
5'
S 75°17'16" W
S 88°19'51" W 212.80'
247.87'
N 1
3°3
9'5
9" W
N 21°5
3'3
6" E
171.2
2'
141.7
3'
L24
(TIE)N 76°20'02" E
80.00'
N 22°1
9'5
0" W
299.0
9'
S 0
0°4
7'3
0" E 5
81.8
8'
LOT 208 CAMELOT VILLAGE AREA = 6.08 ACRES / 264,913 S.F.
AREA = 1.919 ACRES / 83,607 S.F.LOT 210 CAMELOT VILLAGE
LADY YVONE W
AY
50' R/W (PUBLIC)
QUEEN PIERRETTE STREET50' R/W (PUBLIC)
LORD
JO
SEP
H C
T.50' R
/W (PU
BLI
C)
(B.M. 2009 PG. 32)NEUSE RIPARIAN BUFFER
20' C.O.R. SANITARY
(B.M. 2009 PG. 32)SEWER EASEMENT
SIR MICHEL DRIVE 50' R/W (PUBLIC)
20' PRIVATE DRAINAGE ESMNT.
(B.M. 2009 PG. 34)
ESMNT. (B.M. 2
009 PG. 3
4)
20' PRIVATE
DRAINAGE
OVERHEAD UTILITY
LINES
POLE
POLE
POLEPOLE
INV.= 254.0FES
C.I. TOP= 265.27INV.IN(E)= 256.3INV.IN(S)= 260.4
Y.I. (NO TOP)
INV.OUT= 256.0
INV.IN= 257.1INV.OUT= 256.7
TOP CONC.= 263.1
Y.I. TOP= 262.93
C.I. TOP= 272.26
INV.OUT= 259.2
INV.OUT= 266.6INV.IN= 266.8
C.I.TOP= 272.37INV.IN= 267.2
C.I.TOP= 272.48
INV.OUT= 267.0
INV.OUT= 268.2
INV.IN(N)= 268.4INV.IN(E)= 268.4
C.I.TOP= 277.08INV.IN= 272.2INV.OUT= 272.0
INV.IN= 273.0C.I.TOP= 277.01
INV.OUT= 272.8
FESINV.= 276.0
18"R
CP
18"RCP
18"RCP
18"R
CP
18"RCP
18"RCP
24"RCP
24"RCP
15" RC
P
15" STORM
15" STORM
FES
C.I.TOP= 262.70
INV.= 258.0
INV.OUT= 259.1
INV.IN(N)= 258.3C.I. TOP= 262.8
INV.IN(W)= 258.4INV.OUT= 258.1
INV.OUT= 265.1C.I.TOP= 270.78
C.I.TOP= 268.48INV.IN= 263.5INV.OUT= 263.2
18"RC
P
18"RC
P
18"RC
P
Y.I.TOP= 251.89
FES INV.= 247.3
CAMELOT DEVELOPMENT, LLCPIN 1721-97-9878
ZONE: R-6-CUUSE: VACANT
0.17 AC
VIJAY BALAKRISHNAPIN 1731-08-1349
ZONE: R-6-CUUSE: SINGLE FAM
0.17 AC
ABBINTON RIDGE COMM. ASSN.PIN 1731-08-7790
ZONE: R-10-CU; USE: HOA LAND1.12 AC
APPX. LOCATION OF EX.PROPERTY LINE
APP
X. L
OCATI
ON O
F EX
.PR
OPE
RTY
LIN
E
CHRISTOPHER ANDERSONPIN 1731-08-2542ZONE: R-6-CUUSE: RESIDENTIAL0.15 AC
APPX. LOCATION OF EX.PROPERTY LINE
THURMAN LOCKAMYPIN 1731-07-8789
ZONE: R-4; USE: RESIDENTIAL0.95 AC
NO INFO AVAILABLEIN IMAPS
DAN RYAN BUILDERSPIN 1731-07-1751
ZONE: R-6-CUUSE: VACANT
0.15 AC
DAN RYAN BUILDERSPIN 1731-07-0760
ZONE: R-6-CUUSE: VACANT
0.14 AC
NO INFO AVAILABLEIN IMAPS
SURE PROMISE CHRISTIAN CHURCHPIN 1731-08-5732
ZONE: R-4; USE: CHURCH2.16 AC
HELEN GOWERPIN 1731-18-0434
ZONE: R-10-CU; USE: VACANT2.82 AC
MARTY GOWER & ANGELA HARDEEPIN 1731-08-8293
ZONE: R-10-CU; USE: RESIDENTIAL1.04 AC
THURMAN LOCKAMYPIN 1731-07-8276
ZONE: R-4; USE: VACANT0.69 AC
DAN RYAN BUILDERSPIN 1731-07-4793
ZONE: R-6-CUUSE: VACANT
0.15 AC
DAN RYAN BUILDERSPIN 1731-07-5744
ZONE: R-6-CUUSE: VACANT
0.22 AC
IMMANUEL APOSTOLIC CHURCH OF CHRISTPIN 1731-07-9642
ZONE: R-4; USE: VACANT1.57 AC
DAN RYAN BUILDERSPIN 1731-07-2761
ZONE: R-6-CUUSE: VACANT
0.20 AC
DAN RYAN BUILDERSPIN 1731-07-4742
ZONE: R-6-CUUSE: VACANT
0.16 AC
CAMELOT DEVELOPMENT, LLCPIN 1721-97-9882
ZONE: R-6-CUUSE: VACANT
0.17 AC
CAMELOT DEVELOPMENT, LLCPIN 1721-98-9051
ZONE: R-6-CUUSE: ACTIVE RECREATION
0.57 AC
CAMELOT DEVELOPMENT, LLCPIN 1721-97-9787
ZONE: R-6-CUUSE: VACANT
0.16 AC
MICHAEL & MIREILLE MINORPIN 1731-08-0399
ZONE: R-6-CUUSE: SINGLE FAM
0.13 AC
CAMELOT DEVELOPMENT, LLCPIN 1721-98-6198
ZONE: R-6-CUUSE: VACANT
1.04 AC
APPX
. LOCA
TION
OF
EX.
PROPE
RTY
LINE
NEW PROPERTY LINEPER BM2017 PG1524
DAN RYAN BUILDERSPIN 1731-07-3780
ZONE: R-6-CUUSE: VACANT
0.17 AC
DAN RYAN BUILDERSPIN 1731-07-2701
ZONE: R-6-CUUSE: VACANT
0.15 AC
DAN RYAN BUILDERSPIN 1731-07-1701
ZONE: R-6-CUUSE: VACANT
0.15 AC
APPX. LOCATION OF EX.
PROPERTY LINE
ZONE 2 NRB
ZONE 1 NRB
CAMELOT DEVELOPMENT, LLCPIN 1721-98-1317
ZONE: R-6-CU & NX-3-CUUSE: RIPARIAN BUFFER
3.83 AC
PUBLIC SIDEWALK ESMNT.(B.M. 2009 PG. 32)
20' PRIVATEDRAINAGE ESMNT.(B.M. 2009PG.32)
FLOOD HAZARD SOILS BASED ON CURRENTSITE DISTURBANCE
FLOOD HAZARD SOILS BASED ON CURRENTSITE DISTURBANCE
ZONING LINE
NX-3-CU
R-10-C
U
R-10-CU
NX-3-C
U
PROPERTY LINE REMOVEDPER BM2017 PG1524;ZONING LINE REMAINS
15' X 20' TRANSIT ESMNT.(B.M. 2009 PG. 32)
TEMPORARY CONSTRUCTION ESMNT.TO BE REMOVED AFTER COMPLETIONOF GRADING (B.M 2009 PG. 32)
CAMELOT VILLAGE AVENUE EXISTING PER APPROVED PLANS BY BNK (S-27-2004)
59' R-O-W 31' B-B
PEARL ROAD
80' R-O-W
57' B-B
CA
MELO
T VILLAG
E AVEN
UE
PEARL ROAD
80' R-O-W
52' B-B
NEIGHBORHOOD LOCAL
BM2017 PG 843
BM2009 PG 32
BM2017 PG 1524
L-1
SCALE:
DRAWN BY:
DATE:
OF
SHEET
REVISIONS:
PROJECT #
TON
Y M
. TA
TE L
AN
DSC
APE
ARC
HITE
CTU
RE, P
A50
11 S
OUT
HPA
RK D
RIV
E, S
TE. 2
00 -
DUR
HAM
, NC
277
13p:
(919
) 484
-888
0
f: (9
19) 4
84-8
881
e: t
ony@
tmtla
.com
PMP
Suirt
e 13
, Ral
eigh
, Nor
th C
arol
ina
2761
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evel
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LLC
312
Wes
t Millb
rook
Rd
CA
MEL
OT
VIL
LAG
E II
EXIS
TING
CO
ND
ITIO
NS
1" = 50'
16136
STREAM BUFFER
LEGEND
EXISTING TOPO
NOTES:
Boundary and topographic information taken from survey by Elingburg Land Surveying.1.There are streams located off-site with stream buffer located on-site. No wetlands exist on this site. 2.
3. No floodplains exist on this site per FEMA FIRM panel #3720173100J dated May 2, 2006.4. Adjacent ownership information taken from Wake County GIS.
TOTAL SITE AREA 11.55 AC
ZONING R-10-CU (ZONING CASE# Z-42-16)
NX-3-CU
FEMA MAP #3720172300J DATED 05/02/06
WAKE COUNTY PIN 1731-07-7826
1731-08-6338
1731-08-2074
RIVER BASIN NEUSE
SITE DATA
FLOOD HAZARD SOILS(BASED ON GISINFORMATION ANDACTUAL EXISTING SITEDISTURBANCE)
TRAN
SACT
ION
#52
4315
2/6/18
4/25/18
5/22/18
4S 88°59'02" E 297.79' S 88°20'26" E
128.94'
S 0
0°5
2'4
0" E 2
14.8
0'
S 0
0°4
8'5
0" E 2
11.1
2'
S 29°32'10" E 130.79'
L13
L14
L15
L16
C1
C2
C3
C4
C5C6
L17
S 00°42'32" E61.61' (TIE)
CONTROL CORNERN.C. GRID COORDINATES (NAD'83)N= 718,575.92E= 2,130,795.83(B.M. 2009 PG. 308)
L18
L20L21
L22
L23
C7
C8
C9
C10
C11
C12
C13
C15
C16
C17 C
18
N 61°49'26" E125.09'
S 1
3°3
9'5
8" E
116.9
6'
S 1
3°3
9'5
8" E
134.8
5'
S 75°17'16" W
S 88°19'51" W 212.80'
247.87'
N 1
3°3
9'5
9" W
N 21°5
3'3
6" E
171.2
2'
141.7
3'
L24
(TIE)N 76°20'02" E
80.00'
N 22°1
9'5
0" W
299.0
9'
S 0
0°4
7'3
0" E 5
81.8
8'
LADY YVONE W
AY
50' R/W (PUBLIC)
QUEEN PIERRETTE STREET50' R/W (PUBLIC)
LORD
JO
SEP
H C
T.50' R
/W (PU
BLI
C)
SIR MICHEL DRIVE 50' R/W (PUBLIC)
OVERHEAD UTILITY
LINES
POLE
POLE
POLEPOLE
3231 2933 27
26
14
30
24
28
25
13
16 17 1815 20
46
49
42
45
50
51
52
55
56
57
79
6263
64
65
77
76
7069
68
40
67
75
4344
48
53
54
61
66
21 22 23
10 11 12
87
AMENITY
78
74
73
72
71
5
4
3
2
1
TH
AMENITY
9
TH TH
TH
TH TH
TH
TH
TH
CAMELOT DEVELOPMENT, LLCPIN 1721-97-9878
ZONE: R-6-CUUSE: VACANT
0.17 AC
VIJAY BALAKRISHNAPIN 1731-08-1349
ZONE: R-6-CUUSE: SINGLE FAM
0.17 AC
59' R-O-W 31' B-B
STREET ANEIGHBORHOOD LOCAL
TH
STREET BNEIGHBORHOOD YEILD
64' R-O-W 36' B-B (B-B IS EXISTING)
PEARL RO
AD
80' R-O-W
57' B-B
CA
MELO
T VILLAG
E AVEN
UE
ABBINTON RIDGE COMM. ASSN.PIN 1731-08-7790
ZONE: R-10-CU; USE: HOA LAND1.12 AC
APPX. LOCATION OF EX.PROPERTY LINE
APP
X. L
OCATI
ON O
F EX
.PR
OPE
RTY
LIN
E
CHRISTOPHER ANDERSONPIN 1731-08-2542ZONE: R-6-CUUSE: RESIDENTIAL0.15 AC
APPX. LOCATION OF EX.PROPERTY LINE
THURMAN LOCKAMYPIN 1731-07-8789
ZONE: R-4; USE: RESIDENTIAL0.95 AC
NO INFO AVAILABLEIN IMAPS
DAN RYAN BUILDERSPIN 1731-07-1751
ZONE: R-6-CUUSE: VACANT
0.15 AC
DAN RYAN BUILDERSPIN 1731-07-0760
ZONE: R-6-CUUSE: VACANT
0.14 AC
NO INFO AVAILABLEIN IMAPS
55' R-O-W 27' B-B
SURE PROMISE CHRISTIAN CHURCHPIN 1731-08-5732
ZONE: R-4; USE: CHURCH2.16 AC
59' R-O-W
31' B-B
NEIG
HBORHO
OD
LOC
AL
HELEN GOWERPIN 1731-18-0434
ZONE: R-10-CU; USE: VACANT2.82 AC
MARTY GOWER & ANGELA HARDEEPIN 1731-08-8293
ZONE: R-10-CU; USE: RESIDENTIAL1.04 AC
LORD
JOSEPH C
OURT
PEARL ROAD
80' R-O-W
52' B-B
THURMAN LOCKAMYPIN 1731-07-8276
ZONE: R-4; USE: VACANT0.69 AC
DAN RYAN BUILDERSPIN 1731-07-4793
ZONE: R-6-CUUSE: VACANT
0.15 AC
AVENUE 2 LANE, UNDIVIDED
DAN RYAN BUILDERSPIN 1731-07-5744
ZONE: R-6-CUUSE: VACANT
0.22 AC
IMMANUEL APOSTOLIC CHURCH OF CHRISTPIN 1731-07-9642
ZONE: R-4; USE: VACANT1.57 AC
DAN RYAN BUILDERSPIN 1731-07-2761
ZONE: R-6-CUUSE: VACANT
0.20 AC
DAN RYAN BUILDERSPIN 1731-07-4742
ZONE: R-6-CUUSE: VACANT
0.16 AC
CAMELOT DEVELOPMENT, LLCPIN 1721-97-9882
ZONE: R-6-CUUSE: VACANT
0.17 AC
CAMELOT DEVELOPMENT, LLCPIN 1721-98-9051
ZONE: R-6-CUUSE: ACTIVE RECREATION
0.57 AC
CAMELOT DEVELOPMENT, LLCPIN 1721-97-9787
ZONE: R-6-CUUSE: VACANT
0.16 AC
MICHAEL & MIREILLE MINORPIN 1731-08-0399
ZONE: R-6-CUUSE: SINGLE FAM
0.13 AC
CAMELOT DEVELOPMENT, LLCPIN 1721-98-6198
ZONE: R-6-CUUSE: VACANT
1.04 AC
APPX
. LOCA
TION
OF
EX.
PROPE
RTY
LINE
DAN RYAN BUILDERSPIN 1731-07-3780
ZONE: R-6-CUUSE: VACANT
0.17 AC
DAN RYAN BUILDERSPIN 1731-07-2701
ZONE: R-6-CUUSE: VACANT
0.15 AC
DAN RYAN BUILDERSPIN 1731-07-1701
ZONE: R-6-CUUSE: VACANT
0.15 AC
APPX. LOCATION OF EX.
PROPERTY LINE
ZONE 2 NRB
ZONE 1 NRB
EXISTING 5' WIDECONCRETE SIDEWALK
NEW 6' WIDECONCRETE SIDEWALK
TIE PROPOSED ROAD SECTION AND RIGHT OFWAY INTO EXISTING ROAD STUBS
TIE PROPOSED 6'SIDEWALK INTO
EXISTING 5'SIDEWALK
TIE PROPOSED 6'SIDEWALK INTO
EXISTING 5'SIDEWALK
TIE PROPOSED 6'SIDEWALK INTO
EXISTING 5'SIDEWALK
TIE PROPOSED C&G INTOEXISTING C>IE PROPOSED SIDEWALK
INTO EXISTING SIDEWALKEXISTING
5' SIDEWALK
ROADWAY DESIGN FOR CAMELOT VILLAGEAVENUE BY OTHERS
SFD
SFD SFD SFD
SFD
SFDSFD
SFD
SFD
SFD
SFD
SFD
6
6,816 S.F.
5,042 S.F.
5,078 S.F.
5,926 S.F.
5,503 S.F.
8,242 S.F.
5,927 S.F.5,281 S.F.
4,644 S.F.5,414 S.F.5,404 S.F.
5,084 S.F.
2,470 S.F.2,613 S.F. 2,613 S.F.
192,555 S.F.
2,690 S.F.
1,951 S.F. 2,598 S.F.
1,947 S.F.
1,943 S.F.
1,938 S.F.
1,960 S.F.
1,960 S.F.
2,694 S.F.
1,900 S.F.1,900 S.F.
1,900 S.F.1,900 S.F. 1,900 S.F.
1,900 S.F.
1,900 S.F.
1,900 S.F.
2,636 S.F.
2,031 S.F.
2,033 S.F.
2,036 S.F.
2,038 S.F.
3,060 S.F.
2,745 S.F.
2,006 S.F.
2,010 S.F.
2,014 S.F.
2,018 S.F.
3,038 S.F.
3,078 S.F.
2,015 S.F.
2,064 S.F.
2,126 S.F.
47
2,188 S.F.
2,938 S.F.
4,062 S.F.
1,957 S.F.
1,968 S.F.
1,979 S.F.
1,990 S.F.
2,033 S.F.
2,028 S.F.
2,219 S.F.
8,642 S.F.
1,954 S.F.
2,004 S.F.3,149 S.F.
2,523 S.F.
1,939 S.F.
1,939 S.F.
1,939 S.F.
1,939 S.F.
2,485 S.F.
2,675 S.F.
19
212,642 S.F.
22
CAMELOT DEVELOPMENT, LLCPIN 1721-98-1317
ZONE: R-6-CU & NX-3-CUUSE: RIPARIAN BUFFER
3.83 AC
SCM
PRIMARY TREECONSERVATION AREA
ZONE 2 OF NEUSE RIVERRIPARIAN BUFFER
0.04 AC / 1,920 S.F.
SECONDARY TREECONSERVATION AREA0.12 AC5,214 S.F.
SECONDARY TREECONSERVATION AREA0.22 AC9,712 S.F.
SECONDARY TREECONSERVATION AREA0.19 AC8,218 S.F.
SECONDARY TREECONSERVATION AREA0.34 AC14,689 S.F.
SECONDARY TREECONSERVATION AREA0.24 AC10,254 S.F.
AMENITY
NEW 30' WIDE COR
SANITARY SEWER ESMT
NEW 15' W
IDE
WATER ESM
T
NEW 30' WIDE COR
SANITARY SEWER ESMTNEW 20' W
IDE
PRIVATE DRAINAGE
ESMT
NEW
15' WID
E
WA
TER ESMT
NEW
15' WID
E
WA
TER ESMT
NEW 20' WIDE
PRIVATE DRAINAGE ESMT
NEW
30' WID
E CO
RSA
NITA
RY SEWER ESM
T
NEW
20' WID
E
PRIVATE D
RAIN
AG
E ESMT
NEW 30' WIDE COR
SANITARY SEWER ESMT
30'
NEW
33' WID
E
CO
R UTILITY ESMT
30'20'
30'
20'
20'
15
15'
HOA LOT
R-10-CU
NX-3-C
U
SCM ACCESS
AND
MAINTENANCE
EASEMENT
SCM ACCESSANDMAINTENANCEESMT
FH
FH
FH
FH
NEW 30' WIDE CORSANITARY SEWER ESMT
30'
NEW 30'WIDE CORSANITARY
SEWER ESMT
30'
RETAININGWALL
RETAINING WALL
340' SIGHTTRIANGLE
390' SIGHTTRIANGLE
390' SIGHTTRIANGLE
340' SIGHTTRIANGLE
340' SIGHTTRIANGLE
84
87
11,620 S.F.
21,598 S.F.
31,606 S.F.1,600 S.F.
51,600 S.F.
61,600 S.F.
71,600 S.F.
81,585 S.F.
91,878 S.F.
133,050 S.F.
141,662 S.F.15
2,194 S.F.
161,431 S.F.
171,646 S.F.
181,283 S.F.
231,266 S.F.24
1,600 S.F.25
2,174 S.F.
101,814 S.F.
11122,712 S.F.
3,629 S.F.
1,563 S.F.
20
1,876 S.F.
POND LOT
89HOA LOT
HOA LOT85
88
HOA LOT
NX-3-CU
R-10-C
U
ZONING LINE
HOA LOT86
SFD
AMENITY
41
34
58
59
60
80 81
353736
6,536 S.F.
TIE PROPOSED 6'SIDEWALK INTO
EXISTING 5'SIDEWALK
EXISTINGCURB RAMP
EXISTINGCURB RAMP
TH
2,548 S.F.
2,600 S.F.
2,000 S.F.
2,600 S.F.
5,074 S.F.
1,960 S.F.
1,960 S.F.
89HOA LOT
89HOA LOT
111.01'
37.61'
32'
44.74'
74.03'64.97'
100.87'
43.36'77.64'
109.71'
34.33'
59.50'
39.2
7'
61.98'
78.80'
52.74'
50.03'
105.35'
106.86'
45.03'
50.54'
49.53'
106.05'
45.05'
95.42'
68.50'
67.67'
53.05'
82.68'
83.16'
71.03'71.02'
83.27'
64.76'86.07'
90.15'
83.71'
66.71'
59.43'59.41'
59.42'
36.96'39.38'
59.57'
NO TRANSITIONAL PROTECTIVEYARD REQUIRED BECAUSE
ADJACENT PARCELS WILL NEVER BEDEVELOPED AS A RESIDENTIAL USE
45.43'3.75'
5' GENERALUTILITY EASEMENT(TYP)
5' GENERALUTILITYEASEMENT(TYP)
20' x 20' SLOPEEASEMENT
20' x 20' SLOPEEASEMENT
HOA LOT88
THIS AREA, WHICHDOES NOT CONTAINENOUGH TREES ORBASAL AREA TO BEINCLUDED IN TCA, ISPART OF HOA LOT 88
DUMPSTER ANDRECYCLING WITH
ENCLOSURE;CONC. PAD SHALL BE
6" THICK (DETAIL ONL-7)
WET POND - SEE CIVIL SHEETS
6' SIDEWALK(TYP)
STORM ESMT.
33'
15'
POND DAM(IN GRAY)
BENCH
BENCH
ROAD BARRIER;ROAD CONSTRUCTION FOR THIS SITE PLANSHALL END HERE
tpf tpf tpf tpf tpf tpf
tpftpftpftpftpftpftpf
tpf
tpf
tpftpf
tpftpf
tpf
tpf
tpf
tpf
tpf
tpftpf
tpf
tpftpf
tpf
tpf
TREE PROTECTIONFENCE AROUND TCA(TYP)
TREE PROTECTIONFENCE AROUND TCA(TYP)
TREE PROTECTIONFENCE AROUNDTCA (TYP)
RAMP STYLEDRIVEWAY, SEE DETAIL10.01.1 ON L-7
2' RIGHT OF WAYDEDICATION FOR 64' WIDEULTIMATE RIGHT OF WAY
5' GENERALUTILITY EASEMENT(TYP)
2' RIGHT OF WAYDEDICATION FOR 64' WIDEULTIMATE RIGHT OF WAY
HC
24'
MAIL KIOSK
3839
EXEMPT FROM 30' CORNERBUILD-TO DUE TO SEWEREASEMENT (TYP)
EXEMPT FROM 30' CORNERBUILD-TO DUE TO SEWER
EASEMENT (TYP)
NO TRANSITIONALPROTECTIVE
YARD REQUIREDBECAUSE
ADJACENTPARCELS WILL
NEVER BEDEVELOPED AS ARESIDENTIAL USE
3,429 S.F.2,536 S.F.
HC PARKINGSTRIPING ANDSIGNAGE
6
6
2
4
4
390' SIGHTTRIANGLE
BIKE PARKING(4 SPACES)
TH
TH
3' WIDE MOWED GRASS PATH TO SERVE ASPEDESTRIAN ACCESS TO AMENITY PER
10-2082.13 (d) OF RALEIGH CITY CODEFOR Z-35-03
90HOA LOT
85.10'
PRIMARY TREECONSERVATION AREA
ZONE 2 OF NEUSE RIVERRIPARIAN BUFFER
0.01 AC323 S.F.
NEW 30' WIDE COR
SANITARY SEWER ESMT
30'
30'
RETAININGWALL
HC RAMP(TYP)
HC RAMP(TYP)
10' WIDE ACCESS EASEMENT FORACCESS TO TCA SEGMENTS 10-13
10'
5' GENERALUTILITYEASEMENT(TYP)
TIE PROPOSED C&G INTOEXISTING C&G
EXTEND R-O-W, SIDEWALK,AND 5' UTILITY EASEMENT ALONG
FRONTAGE OF LOT 89
HC RAMP(TYP)
2,872 S.F.
2,677 S.F.
10'10' ACCESSEASEMENT FORMOWED GRASSPATH
BIKE PARKING
L-2
SCALE:
DRAWN BY:
DATE:
OF
SHEET
REVISIONS:
PROJECT #
TON
Y M
. TA
TE L
AN
DSC
APE
ARC
HITE
CTU
RE, P
A50
11 S
OUT
HPA
RK D
RIV
E, S
TE. 2
00 -
DUR
HAM
, NC
277
13p:
(919
) 484
-888
0
f: (9
19) 4
84-8
881
e: t
ony@
tmtla
.com
PMP
Suirt
e 13
, Ral
eigh
, Nor
th C
arol
ina
2761
9C
amel
ot D
evel
opm
ent,
LLC
312
Wes
t Millb
rook
Rd
CA
MEL
OT
VIL
LAG
E II
SITE
PLA
N
1" = 50'
16136
7 SPACESMIN. VISITOR PARKING REQUIRED FOR TOWNHOMES
11.55 ACRESTOTAL AREA
SITE DATA
PROPOSED USE SINGLE FAMILY AND TOWNHOMES (81 TOTAL LOTS)
PARKING PROVIDED FOR TOWNHOMES 158 SPACES
HANDICAP SPACES (VAN ACCESSIBLE) - 1
PINs
EXISTING ZONING R-10-CU (Z-42-16), NX-3-CU
WATERSHEDNEUSE
EXISTING USE SINGLE FAMILY - VACANT
OUTDOOR AMENITY AREA (TOWNHOMES ONLY)
10% OF SITE ACREAGE
298,355 S.F. X 10% = 28,836 S.F. REQUIRED
= 29,700 S.F. PROVIDED
MINIMUM BICYCLE PARKING REQUIRED
SHORT-TERM BICYCLE PARKING PROVIDED 4 SPACES
SHORT-TERM: 1 SPACE PER 20 UNITS
70 UNITS/20 = 3.5 SPACES (4 SPACES MIN.)
LONG-TERM: NONE REQUIRED
1 VISITOR SPACE PER 10 TH UNITS (68 UNITS)
TREE CONSERVATION AREA
10% OF NET SITE ACREAGE
11.55 AC X 10% = 1.16 AC REQUIRED
= 1.16 AC PROVIDED
INSIDE CITY LIMITSYES
DENSITY7.19 DU/AC
NOTES1. Boundary and field topographic information taken from file by Elinburg Land Surveying.2. The site does not contain any floodplains per FEMA Flood Mapping #3720172300J dated 05/02/06.3. Contractor shall verify the location of all existing utilities and shall be responsible for any damage resulting from his activities. Call
Utility locator service at least 48 hours prior to digging.4. All construction shall be in accordance with all City of Raleigh standards and specifications.5. All construction shall conform to all state and local standards and specifications and code requirements. Notify designer of any
descrepancies. If descrepancies are found the more stringent requirements will prevail.6. All utlities shall be located underground.7. No changes may be made to the approved drawings without written permission from the issuing authority.8. Do not scale the drawings. Digital information is provided for construction drawings.9. Contractor shall coordinate all work with all construction trades prior to start of construction.10. All dimensionsare references from back-of-curb to back-of-curb.11. Erosion control plans shall be approved prior to any grading on this site.12. Boundary information shall be field verified by Professional Surveyor before construction staking begins.13. All parking spaces shall be surfaced with 6" cabc and 2" of I-2 asphalt. Drive aisles for parking lots shall be surfaced with 8" cabc and
2.5" of I-2 asphalt.14. Note that within landscaped areas surrounding building, the grades shown on the grading sheet are "Top of Mulch" or "Top of
Topsoil." Contractor shall ensure positive finished drainage (min. 2%) from all building areas and coordinate with the landscape planto leave subgrade low enough to maintain the spots as finished grade.
15. The minimum corner clearance from the curb line of intersecting streets shall be at least 20 feet from the point of tangency.16. Retaining walls to be designed by others.17. Prior to the issuance of the Certificate of Occupancy the Owher shall record the site easement as shown. There shall be no site
obstructing or party obstructing wall, fence, sign, foliage, berming, or parked vehicles between the heights of twenty four (24)inches and eight (8) feet above the curb line elevation or the nearest traveled way if no curbing exists.
18. Within the sight triangles shown on this plan, no obstruction between two (2) feet and eight (8) feet in height above the curb lineelevation or the nearest traveled way, if no curbing exists.
19. All necessary HVAC units will be located at locations indicated.20. The existing lot lines shall be removed prior to building permit issuance.21. Proposed right of way dedication shall be recorded prior to the issuance of a C.O.22. A final plat indicating right of way dedication, cross access easements and any other public easements shall be recorded.23. Single family lots on Pearl Road and Camelot Village Avenue shall share driveways. Driveways shall be 100' apart (centerline to
centerline) per the Raleigh UDO and will be shown on plans during SR (Site Review).24. Solid waste: Standard 96 gallon residential roll out carts shall serve the single family lots. Dumpsters are being provided for the
townhome lots.25. Since building footprints are unknown at time of ASP review, a variance for lot 66 may need to be submitted at time of buildng
permit if the building cannot meet the front and/or rear setback as a result of meeting the 30' corner build-to setback requirementas outlined in the Raleigh UDO.
LEGEND
OUTDOOR AMENITY
THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE EXTENSION OFTHE WATER AND SEWER, AS APPROVED IN THESE PLANS, IS RESPONSIBLEFOR CONTACTING THE PUBLIC WORKS DEPARTMENT AT 516-2 159, ANDTHE PUBLIC UTILITIES DEPARTMENT AT 996-4540, AT LEAST TWENTYFOUR HOURS PRIOR TO BEGINNING ANY OF THEIR CONSTRUCTION.
FAILURE TO NOTIFY BOTH CITY DEPARTMENTS IN ADVANCE OF BEGINNINGCONSTRUCTION WILL RESULT IN THE ISSUANCE OF MONETARY FINES ANDREQUIRE REINSTALLATION OF ANY WATER OR SEWER FACILITIES NOTINSPECTED AS A RESULT OF THIS NOTIFICATION FAILURE.
FAILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM PLUG, HAVEPERMITTED PLANS ON JOB SITE, OR ANY OTHER VIOLATION OF CITY OFRALEIGH STANDARDS WILL RESULT IN A FINE AND POSSIBLE EXCLUSIONFROM FUTURE WORK IN THE CITY OF RALEIGH.
AREA
TREE CONSERVATIONAREA
STREAM BUFFER
1731-07-7826, 1730-10-86338
1731-08-2074, 1721-98-9051 (PORTION)
FLOOD HAZARD SOILS(BASED ON GISINFORMATION ANDACTUAL EXISTING SITEDISTURBANCE)
TRAN
SACT
ION
#52
4315
TOWNHOME NET AREAS:
LOTS 14-25 - 25,453 S.F.
LOTS 26-39 - 32,776 S.F.
LOTS 40-57 - 42,018 S.F.
LOTS 58-60 - 7,201 S.F.
LOTS 61-81 - 57,383 S.F.
20' REARYARDSETBACK (TYP)
10' MIN. BUILD-TOSETBACK (TYP)
20' PARKING SETBACKFROMPRIMARY STREET (TYP)
6' SIDEYARDSETBACK (TYP)
55' MAX. BUILD-TOSETBACK (TYP)
TYPICAL SETBACKS AND BUILD-TO LINES (1" = 30')
151 SPACESPARKING REQUIRED FOR TOWNHOMES *
* EACH TOWNHOME UNIT WILL HAVE 3 BEDROOMS;
PER PARKING REDUCTION EACH TOWNHOME
IS REQUIRED TO HAVE 2.22 SPACES PER RECENTLY
GRANTED PARKING REDUCTION
136 SPACESPARKING ON TOWNHOME LOTS
2 CARS/LOT
15 SPACESREQUIRED TOWNHOME PARKING PROVIDED
136 SPACES PROVIDED ON THE LOTS
15 SPACES PROVIDED IN A PARKING LOT
7 VISITOR SPACES PROVIDED IN A PARKING LOT
5' GENERAL UTILITYPLACEMENT EASEMENT
TOWNHOME BUILD-TO
STREET A: 89%
LORD JOSEPH COURT: 87%
STREET B: 75%
2/6/18
10' CORNERLOT SIDEYARDSETBACK (TYP)
BUILDING AND DRIVEWAYS SHOWN IN THIS DETAIL ARECONCEPTUAL AND FOR ILLUSTRATIVE PURPOSES ONLY.
CONCEPTUALTOWNHOMEBUILDING
CONCEPTUAL DRIVEWAY (TYP)
CONCEPTUALWALKWALK
TO FRONTDOOR (TYP)
30' MIN. CORNERBUILD-TO SETBACK
(TYP)
(13 SFD LOTS) (68 TH LOTS)
IN PARKING LOTS
(22 TOTAL SPACES PROVIDED IN PARKING LOTS)
4/25/18
*
*
SEE NOTE
#25 ON L-2
5/22/18
(B.M. 2009 PG. 32)NEUSE RIPARIAN BUFFER
20' C.O.R. SANITARY
(B.M. 2009 PG. 32)SEWER EASEMENT
20' PRIVATE DRAINAGE ESMNT.
(B.M. 2009 PG. 34)
ESMNT. (B.M. 2
009 PG. 3
4)
20' PRIVATE
DRAINAGE
3231 2933 27
26
14
30
24
28
25
13
16 17 1815 20
46
49
42
45
50
51
52
55
56
57
79
6263
64
65
77
76
7069
68
40
67
75
4344
48
53
54
61
66
21 22 23
10 11 12
87
78
74
73
72
71
5
4
3
2
1
9
59' R-O-W 31' B-B
STREET ANEIGHBORHOOD LOCAL
STREET BNEIGHBORHOOD YEILD
64' R-O-W 36' B-B (B-B IS EXISTING)
PEARL RO
AD
80' R-O-W
57' B-B
CA
MELO
T VILLAG
E AVEN
UE
55' R-O-W 27' B-B
59' R-O-W
31' B-B
NEIG
HBORHO
OD
LOC
AL
LORD
JOSEPH C
OURT
PEARL ROAD
80' R-O-W
52' B-B
AVENUE 2 LANE, UNDIVIDED
6
19
47
PUBLIC SIDEWALK ESMNT.(B.M. 2009 PG. 32)
NEW 30' WIDE COR
SANITARY SEWER ESMT
NEW 15' W
IDE
WATER ESM
T
NEW 30' WIDE COR
SANITARY SEWER ESMTNEW 20' W
IDE
PRIVATE DRAINAGE
ESMT
NEW
15' WID
E
WA
TER ESMT
NEW
15' WID
E
WA
TER ESMT
NEW 20' WIDE
PRIVATE DRAINAGE ESMT
NEW
30' WID
E CO
RSA
NITA
RY SEWER ESM
T
NEW
20' WID
E
PRIVATE D
RAIN
AG
E ESMT
NEW 30' WIDE COR
SANITARY SEWER ESMT
NEW
33' WID
E
CO
R UTILITY ESMT
30'
20'
20'HOA LOT
SCM ACCESS
AND
MAINTENANCE
EASEMENT
SCM ACCESSANDMAINTENANCEESMT
NEW 30' WIDE CORSANITARY SEWER ESMT
30'
NEW 30'WIDE CORSANITARY
SEWER ESMT
30'
84
87
POND LOT
89HOA LOT
HOA LOT85
88
HOA LOT
HOA LOT86
41
34
58
59
60
80 81
353736
15' X 20' TRANSIT ESMNT.(B.M. 2009 PG. 32)
TEMPORARY CONSTRUCTION ESMNT.TO BE REMOVED AFTER COMPLETIONOF GRADING (B.M 2009 PG. 32)
89HOA LOT
89HOA LOT
HOA LOT88
STORM ESMT.
2' RIGHT OF WAYDEDICATION FOR 64' WIDEULTIMATE RIGHT OF WAY
2' RIGHT OF WAYDEDICATION FOR 64' WIDEULTIMATE RIGHT OF WAY
3839
90HOA LOT
NEW 30' WIDE COR
SANITARY SEWER ESMT
30'
30'
10' WIDE ACCESS EASEMENT FORACCESS TO TCA SEGMENTS 10-13
10'
10'10' ACCESSEASEMENT FORMOWED GRASSPATH
L-2.1
SCALE:
DRAWN BY:
DATE:
OF
SHEET
REVISIONS:
PROJECT #
TON
Y M
. TA
TE L
AN
DSC
APE
ARC
HITE
CTU
RE, P
A50
11 S
OUT
HPA
RK D
RIV
E, S
TE. 2
00 -
DUR
HAM
, NC
277
13p:
(919
) 484
-888
0
f: (9
19) 4
84-8
881
e: t
ony@
tmtla
.com
PMP
Suirt
e 13
, Ral
eigh
, Nor
th C
arol
ina
2761
9C
amel
ot D
evel
opm
ent,
LLC
312
Wes
t Millb
rook
Rd
CA
MEL
OT
VIL
LAG
E II
LOTT
ING
PLA
N
1" = 50'
16136
THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE EXTENSION OFTHE WATER AND SEWER, AS APPROVED IN THESE PLANS, IS RESPONSIBLEFOR CONTACTING THE PUBLIC WORKS DEPARTMENT AT 516-2 159, ANDTHE PUBLIC UTILITIES DEPARTMENT AT 996-4540, AT LEAST TWENTYFOUR HOURS PRIOR TO BEGINNING ANY OF THEIR CONSTRUCTION.
FAILURE TO NOTIFY BOTH CITY DEPARTMENTS IN ADVANCE OF BEGINNINGCONSTRUCTION WILL RESULT IN THE ISSUANCE OF MONETARY FINES ANDREQUIRE REINSTALLATION OF ANY WATER OR SEWER FACILITIES NOTINSPECTED AS A RESULT OF THIS NOTIFICATION FAILURE.
FAILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM PLUG, HAVEPERMITTED PLANS ON JOB SITE, OR ANY OTHER VIOLATION OF CITY OFRALEIGH STANDARDS WILL RESULT IN A FINE AND POSSIBLE EXCLUSIONFROM FUTURE WORK IN THE CITY OF RALEIGH.
TRAN
SACT
ION
#52
4315
PLEASE SEE SHEET L-2 FOR DETAILED SITE PLAN
11.55 ACRESTOTAL AREA
SITE DATA
NUMBER OF TOWNHOME LOTS (LOTS 14-81) 68
EXISTING ZONING R-10-CU (Z-42-16), NX-3-CU
NUMBER OF SINGLE FAMILY LOTS (LOTS 1-13) 13
NUMBER OF COMMON/HOA LOTS (84-90) 7
AREAS IN GREY ON THIS SHEETINDICATE HOA LOTS
STREAM BUFFER
4/25/18
5/22/18
4S 88°59'02" E 297.79' S 88°20'26" E
128.94'
S 0
0°5
2'4
0" E 2
14.8
0'
S 0
0°4
8'5
0" E 2
11.1
2'
S 29°32'10" E 130.79'
L13
L14
L15
L16
C1
C2
C3
C4
C5C6
L17
S 00°42'32" E61.61' (TIE)
CONTROL CORNERN.C. GRID COORDINATES (NAD'83)N= 718,575.92E= 2,130,795.83(B.M. 2009 PG. 308)
L18
L20L21
L22
L23
C7
C8
C9
C10
C11
C12
C13
C15
C16
C17 C
18
N 61°49'26" E125.09'
S 1
3°3
9'5
8" E
116.9
6'
S 1
3°3
9'5
8" E
134.8
5'
S 75°17'16" W
S 88°19'51" W 212.80'
247.87'
N 1
3°3
9'5
9" W
N 21°5
3'3
6" E
171.2
2'
141.7
3'
L24
(TIE)N 76°20'02" E
80.00'
N 22°1
9'5
0" W
299.0
9'
S 0
0°4
7'3
0" E 5
81.8
8'
LADY YVONE W
AY
50' R/W (PUBLIC)
QUEEN PIERRETTE STREET50' R/W (PUBLIC)
LORD
JO
SEP
H C
T.50' R
/W (PU
BLI
C)
(B.M. 2009 PG. 32)NEUSE RIPARIAN BUFFER
20' C.O.R. SANITARY
(B.M. 2009 PG. 32)SEWER EASEMENT
SIR MICHEL DRIVE 50' R/W (PUBLIC)
20' PRIVATE DRAINAGE ESMNT.
(B.M. 2009 PG. 34)
ESMNT. (B.M. 2
009 PG. 3
4)
20' PRIVATE
DRAINAGE
OVERHEAD UTILITY
LINES
POLE
POLE
POLEPOLE
3231 2933 27
26
14
30
24
28
25
13
16 17 1815 20
46
49
42
45
50
51
52
55
56
57
79
6263
64
65
77
76
7069
68
40
67
75
4344
48
53
54
61
66
21 22 23
10 11 12
87
78
74
73
72
71
5
4
3
2
1
9
CAMELOT DEVELOPMENT, LLCPIN 1721-97-9878
ZONE: R-6-CUUSE: VACANT
0.17 AC
VIJAY BALAKRISHNAPIN 1731-08-1349
ZONE: R-6-CUUSE: SINGLE FAM
0.17 AC
59' R-O-W 31' B-B
STREET ANEIGHBORHOOD LOCAL
STREET BNEIGHBORHOOD YEILD
64' R-O-W 36' B-B (B-B IS EXISTING)
PEARL RO
AD
80' R-O-W
57' B-B
CA
MELO
T VILLAG
E AVEN
UE
ABBINTON RIDGE COMM. ASSN.PIN 1731-08-7790
ZONE: R-10-CU; USE: HOA LAND1.12 AC
APPX. LOCATION OF EX.PROPERTY LINE
APP
X. L
OCATI
ON O
F EX
.PR
OPE
RTY
LIN
E
CHRISTOPHER ANDERSONPIN 1731-08-2542ZONE: R-6-CUUSE: RESIDENTIAL0.15 AC
APPX. LOCATION OF EX.PROPERTY LINE
THURMAN LOCKAMYPIN 1731-07-8789
ZONE: R-4; USE: RESIDENTIAL0.95 AC
NO INFO AVAILABLEIN IMAPS
DAN RYAN BUILDERSPIN 1731-07-1751
ZONE: R-6-CUUSE: VACANT
0.15 AC
DAN RYAN BUILDERSPIN 1731-07-0760
ZONE: R-6-CUUSE: VACANT
0.14 AC
NO INFO AVAILABLEIN IMAPS
55' R-O-W 27' B-B
SURE PROMISE CHRISTIAN CHURCHPIN 1731-08-5732
ZONE: R-4; USE: CHURCH2.16 AC
59' R-O-W
31' B-B
NEIG
HBORHO
OD
LOC
AL
HELEN GOWERPIN 1731-18-0434
ZONE: R-10-CU; USE: VACANT2.82 AC
MARTY GOWER & ANGELA HARDEEPIN 1731-08-8293
ZONE: R-10-CU; USE: RESIDENTIAL1.04 AC
LORD
JOSEPH C
OURT
PEARL ROAD
80' R-O-W
52' B-B
THURMAN LOCKAMYPIN 1731-07-8276
ZONE: R-4; USE: VACANT0.69 AC
DAN RYAN BUILDERSPIN 1731-07-4793
ZONE: R-6-CUUSE: VACANT
0.15 AC
AVENUE 2 LANE, UNDIVIDED
DAN RYAN BUILDERSPIN 1731-07-5744
ZONE: R-6-CUUSE: VACANT
0.22 AC
IMMANUEL APOSTOLIC CHURCH OF CHRISTPIN 1731-07-9642
ZONE: R-4; USE: VACANT1.57 AC
DAN RYAN BUILDERSPIN 1731-07-2761
ZONE: R-6-CUUSE: VACANT
0.20 AC
DAN RYAN BUILDERSPIN 1731-07-4742
ZONE: R-6-CUUSE: VACANT
0.16 AC
CAMELOT DEVELOPMENT, LLCPIN 1721-97-9882
ZONE: R-6-CUUSE: VACANT
0.17 AC
CAMELOT DEVELOPMENT, LLCPIN 1721-98-9051
ZONE: R-6-CUUSE: ACTIVE RECREATION
0.57 AC
CAMELOT DEVELOPMENT, LLCPIN 1721-97-9787
ZONE: R-6-CUUSE: VACANT
0.16 AC
MICHAEL & MIREILLE MINORPIN 1731-08-0399
ZONE: R-6-CUUSE: SINGLE FAM
0.13 AC
CAMELOT DEVELOPMENT, LLCPIN 1721-98-6198
ZONE: R-6-CUUSE: VACANT
1.04 AC
APPX
. LOCA
TION
OF
EX.
PROPE
RTY
LINE
DAN RYAN BUILDERSPIN 1731-07-3780
ZONE: R-6-CUUSE: VACANT
0.17 AC
DAN RYAN BUILDERSPIN 1731-07-2701
ZONE: R-6-CUUSE: VACANT
0.15 AC
DAN RYAN BUILDERSPIN 1731-07-1701
ZONE: R-6-CUUSE: VACANT
0.15 AC
APPX. LOCATION OF EX.
PROPERTY LINE
ZONE 2 NRB
ZONE 1 NRB
6
19
47
2,675 S.F.
19
212,642 S.F.
22
CAMELOT DEVELOPMENT, LLCPIN 1721-98-1317
ZONE: R-6-CU & NX-3-CUUSE: RIPARIAN BUFFER
3.83 AC
PUBLIC SIDEWALK ESMNT.(B.M. 2009 PG. 32)
NEW 30' WIDE COR
SANITARY SEWER ESMT
NEW 15' W
IDE
WATER ESM
T
NEW 30' WIDE COR
SANITARY SEWER ESMTNEW 20' W
IDE
PRIVATE DRAINAGE
ESMT
NEW
15' WID
E
WA
TER ESMT
NEW
15' WID
E
WA
TER ESMT
NEW 20' WIDE
PRIVATE DRAINAGE ESMT
NEW
30' WID
E CO
RSA
NITA
RY SEWER ESM
T
NEW
20' WID
E
PRIVATE D
RAIN
AG
E ESMT
NEW 30' WIDE COR
SANITARY SEWER ESMT
NEW 20' WIDE
PRIVATE DRAINAGE ESMT
NEW
33' WID
E
CO
R UTILITY ESMT
30'
20'
20'
NEW
15' WID
E
WA
TER ESMT
NEW
20' WID
E
PRIVATE D
RAIN
AG
E ESMT
10-AE
8-WO
5-Z
2-NO
SCM
NEW 30' WIDE COR
SANITARY SEWER ESMT
NEW 30' WIDE COR
SANITARY SEWER ESMT NEW
15' WID
E
WA
TER ESMT
NEW
30' WID
E CO
RSA
NITA
RY SEWER ESM
T
2-Z
2-Z
NEW 30' WIDE COR
SANITARY SEWER ESMT
11-AE
2-AE
HOA LOT
SECONDARY TREECONSERVATION AREA0.12 AC5,214 S.F.
SECONDARY TREECONSERVATION AREA0.22 AC9,712 S.F.
SECONDARY TREECONSERVATION AREA0.19 AC8,218 S.F.
SECONDARY TREECONSERVATION AREA0.24 AC10,254 S.F.
SECONDARY TREECONSERVATION AREA0.34 AC14,689 S.F.
11-CO
8-CO
9-CO
10-I
5-I
10-I
SCM ACCESS
AND
MAINTENANCE
EASEMENT
SCM ACCESSANDMAINTENANCEESMT
NEW 30' WIDE CORSANITARY SEWER ESMT
30'
NEW 30'WIDE CORSANITARY
SEWER ESMT
30'
SCM ACCESS ANDMAINTENANCE
EASEMENT
RETAINING WALL
84
87
11,620 S.F.
21,598 S.F.
31,606 S.F.1,600 S.F.
51,600 S.F.
61,600 S.F.
71,600 S.F.
81,585 S.F.
91,878 S.F.
133,050 S.F.
141,662 S.F.15
2,194 S.F.
161,431 S.F.
171,646 S.F.
181,283 S.F.
231,266 S.F.24
1,600 S.F.25
2,174 S.F.
101,814 S.F.
11122,712 S.F.
3,629 S.F.
1,563 S.F.
20
1,876 S.F.
5-Z
ZK
2-Z
POND LOT
89HOA LOT
HOA LOT85
88
HOA LOT
HOA LOT86
41
34
58
59
60
80 81
353736
15' X 20' TRANSIT ESMNT.(B.M. 2009 PG. 32)
TEMPORARY CONSTRUCTION ESMNT.TO BE REMOVED AFTER COMPLETIONOF GRADING (B.M 2009 PG. 32)
89HOA LOT
89HOA LOT
HOA LOT88
NO TRANSITIONALPROTECTIVE YARD
REQUIRED
PRIMARY TREECONSERVATION AREAZONE 2 OF NEUSE RIVERRIPARIAN BUFFER0.04 AC1,920 S.F.
6-RB
UNDERSTORY TREES BEING UTILIZED ASSTREET TREES DUE TO THE LOCATIONOF OVERHEAD POWER LINES
4-ZK
2-RB
8-Z
4-RB
2-NO
8-WO
STORM ESMT.
RETAININGWALL
R-10-CU
NX-3-C
U
NX-3-CU
R-10-C
U
ZONING LINE
POND DAM(IN GRAY)
BENCH
BENCH
BENCH
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tpf
tpf
tpftpf
tpftpf
tpf
tpf
tpf
tpf
tpf
tpftpf
tpf
tpftpf
tpf
tpf
2-AE
4-WO
12-WO
1-Z
NO
NO
NO
2' RIGHT OF WAYDEDICATION FOR 64' WIDEULTIMATE RIGHT OF WAY
2' RIGHT OF WAYDEDICATION FOR 64' WIDEULTIMATE RIGHT OF WAY
16-DBH
6-DBH
10-DBH
HC
3839
UNDERSTORY TREESBEING UTILIZED ASSTREET TREES DUETO THE LOCATIONOF OVERHEADPOWER LINES
NO
NO NO
NO
90HOA LOT
PRIMARY TREECONSERVATION AREA
ZONE 2 OF NEUSE RIVERRIPARIAN BUFFER
0.01 AC323 S.F.
NEW 30' WIDE COR
SANITARY SEWER ESMT
30'
30'
NO
10' WIDE ACCESS EASEMENT FORACCESS TO TCA SEGMENTS 10-13
10'
10'10' ACCESSEASEMENT FORMOWED GRASSPATH
L-3
SCALE:
DRAWN BY:
DATE:
OF
SHEET
REVISIONS:
PROJECT #
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DUR
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, NC
277
13p:
(919
) 484
-888
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881
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tmtla
.com
PMP
Suirt
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1" = 50'
16136
LEGEND
THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE EXTENSION OFTHE WATER AND SEWER, AS APPROVED IN THESE PLANS, IS RESPONSIBLEFOR CONTACTING THE PUBLIC WORKS DEPARTMENT AT 516-2 159, ANDTHE PUBLIC UTILITIES DEPARTMENT AT 996-4540, AT LEAST TWENTYFOUR HOURS PRIOR TO BEGINNING ANY OF THEIR CONSTRUCTION.
FAILURE TO NOTIFY BOTH CITY DEPARTMENTS IN ADVANCE OF BEGINNINGCONSTRUCTION WILL RESULT IN THE ISSUANCE OF MONETARY FINES ANDREQUIRE REINSTALLATION OF ANY WATER OR SEWER FACILITIES NOTINSPECTED AS A RESULT OF THIS NOTIFICATION FAILURE.
FAILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM PLUG, HAVEPERMITTED PLANS ON JOB SITE, OR ANY OTHER VIOLATION OF CITY OFRALEIGH STANDARDS WILL RESULT IN A FINE AND POSSIBLE EXCLUSIONFROM FUTURE WORK IN THE CITY OF RALEIGH.
TREE CONSERVATIONAREA
STREAM BUFFER
SCOPE OF WORK:Furnish all labor, materials, and equipment required or indicated by the drawings and specifications tocomplete the work including installation of all trees, shrubs, groundcover, annuals, seed, sod and mulch.
MATERIALS AND WORK:The selection of all materials and the execution of all work required under the contract shall be subject toapproval by the owner. The owner shall have the right to reject and and all materials and any and all work,which in his opinion, does not meet the requirements of the contract.
PLANT MATERIALS:All plant materials shall be nursery grown, freshly dug in the field, naturally shaped, well branched, fully foliatedwhen in leaf with fully developed root systems. Trees must be self supporting, with straight trunks and leadersin tact. All plants must be free of disease, insect infestation or their eggs and shall have been grown in climaticconditions similar to those of the project site
PLANT SIZE:Specified sizes indicates the minimum allowable size at planting. Where container and height/spreads areindicated for a single species, both size requirements shall be met When only plant height or spread areindicated, container size shall be based on AAN standards.
ORGANIC MATTER:Aged manure, compost or pine bark fines, at the option of the contractor, material shall be air dried, finelyshredded and suitable for horticultural purposes and shall contain no more than 35% moisture content byweight.
PINE BARK MULCH:All pine bark mulch shall be clean, double ground, fine textured nugget mulch with minimal amounts ofsapwood content.
TURF AREAS:Prior to any seeding or sod application, verify that all trenching and land disturbing activities have beencompleted. Ensure all areas are free of stones, large soil clods and any other construction debris.
GENERAL PLANTING NOTES:
1. All lawn areas to seeded with "Rebel IV", Confederate Plus, or Lesco Tall Turf Type fescue.2. All mulch to be double shredded hardwood. No pine straw mulch adjacent to structures.3. Plant material on this site must be installed in conformance with the general planting notes and detailson this plan or to the standards of the City of Raleigh Code of Ordinances.4. All plants shall be in accordance with the latest edition of the American Association of Nurserymen.5. Owners shall maintain all plant beds and plant material in good health, and any dead, unhealthy, ormissing plants shall be replaced with locally adapted vegetation which conforms to the initial plantingstandards of the landscape ordinance.6. The Landscape Contractor is responsible for locating any underground utilities prior to beginning work.7. The Landscape Contractor is responsible for any damage to underground utilities, site features orstructures.8. The Landscape Contractor is responsible for all required permits and licenses to perform the requiredwork.9. All plant beds shall be treated with a pre-emergent weed control (i.e. Treflan).10. All Plants shall be vigorous, healthy material free from pests and disease.11. All street trees located within a sight triangle shall be kept limbed up to a height of 6' for visibility.12. Understory trees shall be planted under overhead power lines at a rate of 1 tree every 20 linear feet.13. Street trees along the northern side of Pearl Road (along lots 9-12) shall be located in a 6' street treeeasement. The width between the existing back of curb and proposed 6' wide sidewalk is 2.17' which is toonarrow for trees to be planted.14. Street trees shall be located as to not conflict with driveways, overhead power lines, stop signs, trafficsigns, and other infrastructure per the chart below (p. 16 of the City of Raleigh Tree Manual).
FLOOD HAZARD SOILS(BASED ON GISINFORMATION ANDACTUAL EXISTING SITEDISTURBANCE)
TRAN
SACT
ION
#52
4315
CHART: STREET TREE PROXIMITY TO INFRASTRUCTUREFROM CITY OF RALEIGH TREE MANUAL
2/6/18
4/25/18
5/22/18