S-48-17 Camelot Village II Preliminary Subdivision · pea rl d brambleton ave g r a n d o v e r q d...

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:

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REVISIONS:

PROJECT #

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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


THURMAN LOCKAMYPIN 1731-07-8789

ZONE: R-4; USE: RESIDENTIAL0.95 AC

NO INFO AVAILABLEIN IMAPS

DAN RYAN BUILDERSPIN 1731-07-1751


0.15 AC



0.14 AC


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


ZONE: R-4; USE: VACANT0.69 AC



0.15 AC



0.22 AC

IMMANUEL APOSTOLIC CHURCH OF CHRISTPIN 1731-07-9642




0.20 AC



0.16 AC



0.17 AC


ZONE: R-6-CUUSE: ACTIVE RECREATION

0.57 AC



0.16 AC

MICHAEL & MIREILLE MINORPIN 1731-08-0399


0.13 AC



1.04 AC

APPX

. LOCA

TION

OF

EX.

PROPE

RTY

LINE

NEW PROPERTY LINEPER BM2017 PG1524



0.17 AC



0.15 AC



0.15 AC

APPX. LOCATION OF EX.

PROPERTY LINE

ZONE 2 NRB

ZONE 1 NRB


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

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PMP

Suirt

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2761

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EXIS

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CO

ND

ITIO

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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

AutoCAD SHX Text

1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

0

AutoCAD SHX Text

50

AutoCAD SHX Text

50

AutoCAD SHX Text

100

AutoCAD SHX Text

50

AutoCAD SHX Text

200

AutoCAD SHX Text

25

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)


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)


LORD

JO

SEP

H C

T.50' R

/W (PU

BLI

C)


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



0.17 AC



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




APP

X. L

OCATI

ON O

F EX

.PR

OPE

RTY

LIN

E








0.15 AC



0.14 AC


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





0.15 AC

AVENUE 2 LANE, UNDIVIDED



0.22 AC





0.20 AC



0.16 AC



0.17 AC



0.57 AC



0.16 AC



0.13 AC



1.04 AC

APPX

. LOCA

TION

OF

EX.

PROPE

RTY

LINE



0.17 AC



0.15 AC



0.15 AC


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


EXISTING 5'SIDEWALK


EXISTING 5'SIDEWALK

TIE PROPOSED C&G INTOEXISTING C&GTIE 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



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.





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.


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

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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)


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'



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:

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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)


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

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ATTENTION CONTRACTORS


20' C.O.R. SANITARY



(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




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


6

19

47


NEW 30' WIDE COR

SANITARY SEWER ESMT

NEW 15' W

IDE

WATER ESM

T

NEW 30' WIDE COR


IDE

PRIVATE DRAINAGE

ESMT

NEW

15' WID

E

WA

TER ESMT

NEW

15' WID

E

WA

TER ESMT

NEW 20' WIDE


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



30'


SEWER ESMT

30'

84

87

POND LOT

89HOA LOT

HOA LOT85

88

HOA LOT

HOA LOT86

41

34

58

59

60

80 81

353736



89HOA LOT

89HOA LOT

HOA LOT88

STORM ESMT.



3839

90HOA LOT

NEW 30' WIDE COR

SANITARY SEWER ESMT

30'

30'


10'


L-2.1

SCALE:

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16136




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

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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)


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)


LORD

JO

SEP

H C

T.50' R

/W (PU

BLI

C)


20' C.O.R. SANITARY




(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

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48

53

54

61

66

21 22 23

10 11 12

87

78

74

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72

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5

4

3

2

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9



0.17 AC



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59' R-O-W 31' B-B




PEARL RO

AD

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57' B-B

CA

MELO

T VILLAG

E AVEN

UE




APP

X. L

OCATI

ON O

F EX

.PR

OPE

RTY

LIN

E








0.15 AC



0.14 AC


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





0.15 AC




0.22 AC





0.20 AC



0.16 AC



0.17 AC



0.57 AC



0.16 AC



0.13 AC



1.04 AC

APPX

. LOCA

TION

OF

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PROPE

RTY

LINE



0.17 AC



0.15 AC



0.15 AC


PROPERTY LINE

ZONE 2 NRB

ZONE 1 NRB

6

19

47

2,675 S.F.

19

212,642 S.F.

22



3.83 AC


NEW 30' WIDE COR

SANITARY SEWER ESMT

NEW 15' W

IDE

WATER ESM

T

NEW 30' WIDE COR


IDE

PRIVATE DRAINAGE

ESMT

NEW

15' WID

E

WA

TER ESMT

NEW

15' WID

E

WA

TER ESMT

NEW 20' WIDE


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


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






11-CO

8-CO

9-CO

10-I

5-I

10-I

SCM ACCESS

AND

MAINTENANCE

EASEMENT



30'


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



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

tpf tpf tpf tpf tpf tpf

tpftpftpftpftpftpftpf

tpf

tpf

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2-AE

4-WO

12-WO

1-Z

NO

NO

NO



16-DBH

6-DBH

10-DBH

HC

3839

UNDERSTORY TREESBEING UTILIZED ASSTREET TREES DUETO THE LOCATIONOF OVERHEADPOWER LINES

NO

NO NO

NO

90HOA LOT



0.01 AC323 S.F.

NEW 30' WIDE COR

SANITARY SEWER ESMT

30'

30'

NO


10'


L-3

SCALE:

DRAWN BY:

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REVISIONS:

PROJECT #

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1" = 50'

16136

LEGEND




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).


TRAN

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CHART: STREET TREE PROXIMITY TO INFRASTRUCTUREFROM CITY OF RALEIGH TREE MANUAL

2/6/18

4/25/18

5/22/18

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1 inch = ft.

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( IN FEET )

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GRAPHIC SCALE

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0

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50

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50

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100

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50

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200

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25

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S-48-17 Camelot Village II Preliminary Subdivision · pea rl d brambleton ave g r a n d o v e r q d...

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