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SUNPOINTE DRIVE
S
U
M
M
E
R
P
O
I
N
T
E
P
L
.
SPRING CREST RD
TH
E T
OW
NE
S A
T S
UN
PO
IN
TE
2.
PL
AN
NIN
G B
OA
RD
S
ET
S0
9/1
9/2
01
7
C-0.0
907-18
FOR REVIEW ONLY-
NOT FOR CONSTRUCTION
PLAN IS SUBJECT TO REVISIONS DURING
THE PRELIMINARY APPROVAL PROCESS
THE TOWNES AT SUNPOINTE
PRELIMINARY SUBDIVISION DRAWINGS
INDEX TO PLANS
C-0.0
C-0.1
C-0.2
C-1.0
C-2.0
C-3.0
C-7.0
L-1.0
L-2.0
A-1
COVER SHEET
EXISTING CONDITIONS DEMOLITION PLAN
SITE PLAN
UTILITY PLAN
STORMWATER MANAGEMENT PLAN TREE CONSERVATION PLAN LANDSCAPE PLAN
LANDSCAPE PLAN ARCHITECTURAL ELEVATIONS
VICINITY MAP
NO SCALE
RALEIGH, WAKE COUNTY, NORTH CAROLINA
DEVELOPER:
CAPE PARTNERS
625 ST. VINCENT DRIVE, HOLLY SPRINGS 27540
CONTACT: TROY MENGES
ENGINEER:
SPAULDING & NORRIS, P.A.
972 TRINITY ROAD
RALEIGH, NORTH CAROLINA 27607
PHONE: (919) 854-7990
FAX: (919) 854-7925
CONTACT: THOMAS J. SPAULDING, P.E. email: [email protected]
LANDSCAPE ARCHITECT:
TONY M. TATE LANDSCAPE ARCHITECTURE, PA
5011 SOUTHPARK DRIVE, SUITE 200
DURHAM, NC 27713
PHONE: (919) 484-8880
FAX: (919) 484-8881
CONTACT: PAMELA PORTER, RLA, LEED AP, email: [email protected]
SURVEY:
ECLS, INC
227 FISH DRIVE
ANGIER, NORTH CAROLINA 27501
PHONE: (919) 897-3257, EXT. 3011
CONTACT: SHAWN RUMBERGER, email: [email protected]
ARCHITECT:
PLANWORX ARCHITECTURE
5711 SIX FORKS ROAD, SUITE 100
RALEIGH, NC 27609
PHONE: (919) 846-8100
CONTACT: KENNETH BRASWELL, email: [email protected]
ATTENTION CONTRACTORS
The Construction Contractor responsible for the extension of water,
sewer, and/or reuse, as approved in these plans, is responsible for
contacting the Public Utilities Department at (919) 996-4540 at
least twenty four hours prior to beginning any of their construction.
Failure to notify both City Departments in advance of beginning
construction, will result in the issuance of monetary fines, and require
reinstallation of any water or sewer facilities not inspected as a result
of this notification failure.
Failure to call for Inspection, Install a Downstream Plug , have
Permitted Plans on the Jobsite, or any other Violation of City of
Raleigh Standards will result in a Fine and Possible Exclusion from
future work in the City of Raleigh.
GENERAL NOTES
1. BOUNDARY AND EXISTING TOPOGRAPHICAL INFORMATION SHOWN WITHIN BOUNDARY ARE
PROVIDED BY ECLS, INC. SURVEYORS.
2. PARTIAL EXISTING ADJOINING INFORMATION SHOWN IS BASED ON INFORMATION PROVIDED
BY WAKE COUNTY GIS.
3. THE CONTRACTOR SHALL CONTACT " NORTH CAROLINA ONE CALL" AT 800-632-4949 FOR
ASSISTANCE IN LOCATING EXISTING UTILITIES. CALL AT LEAST 48 HOURS PRIOR TO ANY
DIGGING.
4. THE CONTRACTOR SHALL FIELD VERIFY CONDITIONS PRIOR TO STARTING CONSTRUCTION
AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. CONFLICTS INVOLVING PUBLIC
WATER, SANITARY SEWER, AND STORM DRAINAGE CONSTRUCTION SHALL BE RESOLVED
TO THE SATISFACTION OF THE CITY OF RALEIGH.
5. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY OF
RALEIGH, AND NCDOT STANDARDS AND SPECIFICATIONS.
6. MAIL KIOSK BUILDING AND TOWNHOME FOOTPRINTS PROVIDED BY PLANWORK
ARCHITECTURE.
7. H/C RAMPS AND PARKING SPACES SHALL BE CONSTRUCTED IN ACCORDANCE WITH ADA
STANDARDS.
8. THE CONTRACTOR IS RESPONSIBLE FOR INVESTIGATING SOIL CONDITIONS ON SITE. THE
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY UNSUITABLE MATERIAL
UPON FIRST CONTACT.
9. ALL PERMANENT AND TEMPORARY SIGNAGE REQUIRES AN APPROVED SIGN PERMIT PRIOR
TO INSTALLATION. SIGNAGE IS A SEPARATE SUBMITTAL, REVIEW, AND APPROVAL PRICESS
BY THE PLANNING DEPARTMENT. SIGNAGE FOR THIS SITE MUST COMPLY WITH THE CITY
OF RALEIGH.
10. ALL WATER AND SANITARY SEWER ON THIS SITE SHALL BE PUBLIC.
11. ALL STORMWATER MANAGEMENT ON THIS SITE SHALL BE PRIVATE.
OUTDOOR AMENITY CALCULATIONS:
OUTDOOR AMENTIY REQUIRED = 0.98 AC OR 42,733 SF (9.81 AC*0.10)(10%)
TOTAL OUTDOOR AMENITY PROVIDED = TBD
CITY OF RALEIGH PIN: 0773-67-4232 TOWNSHIP: RALEIGH
TOTAL PARCEL AREA: 9.81 AC DB: 014220 PG 01351 COUNTY: WAKE
STATE: NORTH CAROLINA
ZONING: R-10 (CITY OF RALEIGH UDO)
IMPERVIOUS SURFACE: 4.31 AC
DENSITY CALCULATIONS:
TOTAL RESIDENTIAL PROPERTY AREA = 9.91 AC
OVERALL RESIDENTIAL DENSITY ALLOWED: 10 UNITS (UNITS/ ACRE)
PHASE 1 RESIDENTIAL DENSITY SHOWN: 6.83 UNITS (67 UNITS/9.81 AC= 6.83 UNITS/ACRE)
TOTAL NUMBER OF UNITS = 67 UNITS (67 (3-BEDROOM)
MAXIMUM BUILDING HEIGHT = 45'/3 STORIES
PARKING REQUIRED: 208 SPACES (INCL. HC SPS)
3 SPACES/3 BEDROOM = 201 SPACES
1 VISITOR SPACE/10 UNITS = 7 SPACES
1 HC SPACE/20 SPACES + 1 HC VAN SP.
PARKING PROVIDED: 208 SPACES (INCL. HC SPS)
2 SPACES/67 UNITS = 134 SPACES (67 SPACES LEFT FOR ON-SITE PARKING)
ON-SITE PARKING = 74 SPACES (67 SPACES + 7 VISITOR SPACES)
3 HC SPS + 1 HC VAN SP
BUILD REQUIREMENTS:
BUILD TO WIDTH % REQUIRED: 70%
BUILD TO WIDTH % PROVIDED:
UNITS 1-4 89% (84 LF/94 LF)*100 UNITS 35-37 86% (62 LF/72 LF)*100
UNITS 5-8 89% (84 LF/94 LF)*100 UNITS 38-41 89% (84 LF/94 LF)*100
UNITS 9-12 89% (84 LF/94 LF)*100 UNITS 42-46 91% (106 LF/116 LF)*100
UNITS 13-17 91% (106 LF/116 LF)*100 UNITS 47-50 89% (84 LF/94 LF)*100
UNITS 18-21 89% (84 LF/94 LF)*100 UNITS 51-53 86% (62 LF/72 LF)*100
UNITS 22-26 91% (106 LF/116 LF)*100 UNITS 54-57 89% (84 LF/94 LF)*100
UNITS 27-30 89% (84 LF/94 LF)*100 UNITS 58-62 91% (106 LF/116 LF)*100
UNITS 31-34 89% (84 LF/94 LF)*100 UNITS 63-67 91% (106 LF/116 LF)*100
SOLID WASTE COLLECTION NOTE:
EACH TOWNHOME UNIT WILL STORE THE ROLL OUT TRASH &
RECYCLE RECEPTACLES IN THE GARAGE. ON COLLECTION DAY,
THE ROLL OUT BINS WILL BE PLACED CRUBSIDE IN FRONT OF
EACH UNIT.
SITE
COR TRANSACTION #: TBD
OO
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G
E
SS
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SSSS
SS
E
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E
409'
423'
414'
419'
421'
420'
426'
L3
C3
OO
1"Ø EIP(2" ABOVE)
1/2"Ø EIR(3" BELOW)
417'
419'
S 85°35'56" E 170.38'
411'
417'
418'
415'
412'
413'
419'
419'
411'
414'
412'
410'
415'
413'
416'
411'
413'
417'
418'
412'
415'
416'
417'
418'
418'
417'
421'
420' 421'
419'
416'
425'424'
422' 423'
427'
428'
426'
431'
428'
429'
423'
430'
422'
424'
434'
430'
427'
432'
428'
425'
431'
426'
429'
435'
432'
432'
429'
433'
427'
430' 431'
428'
428'
431'
435'
430'
425'
432'
423'
430'
433'
434'
NEW PROPERTY LINE HEREBY ESTABLISHED
431'
L4L5
C1
S 82°58'25" W 379.19'
L6C
2
L2
N01
°23'
08"E
254
.34'
L1SS SS SS
E
EE
E
EXISTINGPROPERTYLINE
EXISTINGPROPERYLINE
EXISTINGPROPERTYLINE
EXISTINGWATERLINE
EX. 10.0'SEWEREASE.
THE
TOW
NES
AT
SUN
POIN
TE
2.PL
ANN
ING
BO
ARD
SET
S09
/19/
2017
C-0.1
907-18
FOR REVIEW ONLY-NOT FOR CONSTRUCTION
PLAN IS SUBJECT TO REVISIONS DURINGTHE PRELIMINARY APPROVAL PROCESS
ATTENTION CONTRACTORS
The Construction Contractor responsible for the extension of water,sewer, and/or reuse, as approved in these plans, is responsible forcontacting the Public Utilities Department at (919) 996-4540 atleast twenty four 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, and requirereinstallation of any water or sewer facilities not inspected as a resultof this notification failure.
Failure to call for Inspection, Install a Downstream Plug , havePermitted Plans on the Jobsite, or any other Violation of City of
Raleigh Standards will result in a Fine and Possible Exclusion fromfuture work in the City of Raleigh.
LEGEND
VICINITY MAPNO SCALE
SITE
6' SIDE SETBACK
20' REARSETBACK
6' SIDE SETBACK
6' SIDE SETBACK
20' REARSETBACK
6' SIDE SETBACK
MAILKIOSK
4
3
3
8
5
7
7
11
4
6
3
7
VAN
1
2
3
4
5 6 7 8
2625
24 23 22 21 20 19 18
17 16 15 14 13
12 11 10 9
464544434241
4039
38
37
36
35
34
33
32
31
30292827
6766
65
64
63
62
61
60
59
58
53
52
51
50 49 48 47
57565554
STORMWATERDEVICE
EXISTING 20.0'
SANITARY
SEWER EASEMENT
R20.0'
(TYP)
R30.0'(TYP)
R30.0'
(TYP)
R=160.00
L=1009.12
S84° 09' 48"E24.98 R=327.50
L=1009.12
N71° 12' 23"E
71.56
R=205.00L=1009.12
S73° 56' 55"E144.48
R=205.00
L=1009.12
N78° 53' 47"E
86.64
S34°
46'
30"W
39.2
8
R=1
60.0
0
L=76
1.72
S50° 12' 38"E343.19
R=205.00
L=761.72 S88° 36' 52"E4.53
N39° 4
7' 22
"E44
.47
R=200.00L=301.11
S87° 10' 29"E71.51
9'(TYP)
9'(TYP)
5' (TYP)
18'
(TYP)
HCR
R20'
(TYP)6' WIDE LOW VISIBILITYCROSSWALK
STOP BAR
TIE-IN TOEXISTING
30" CURB &GUTTER
TIE-IN TOEXISTING
30" CURB &GUTTER
S16°
44'
26"
W
37.0
7
TIE-IN TOEXISTING
30" CURB &GUTTER
BARRICADES
BARRICADES
22' R
/W(T
YP)
22' R
/W(T
YP)
27' B
-B(T
YP)
PROP. 6' SIDEWALK
30" STANDARDCURB &GUTTER (TYP)30" STANDARD
CURB &GUTTERIN PARKINGAREAS
30" VALLEYCURB (TYP)
TIE-IN 30" CURB & GUTTERTO 30" VALLEY CURB (TYP)
6.5'
CONC
.S/
W (T
YP)
6' CONC.S/W (TYP)
5' UTILITY EASE. (TYP)
2' MAINTENANCE EASE. (TYP)
6' CONC. S/W (TYP)
6.5' CONC.S/W (TYP)
12'(TYP)
3' CONC.S/W (TYP)
12'(TYP)
3' CONC.S/W (TYP)
9' (T
YP)
18'(TYP)
PROP. R/W (TYP)
30" VALLEY CURB (TYP)
PROP. 20' STORMWATEREASEMENT
PROP. 31' COMBINEDUTILITY EASEMENT
S
U
N
P
O
IN
T
E
D
R
IV
E
2
2
' P
U
B
L
IC
R
/W
S
U
M
M
E
R
P
O
I
N
T
E
P
L
.
SPRING
CREST R
D
EXISTINGPROPERTY
LINE
EXISTINGPROPERTY
LINE
EXISTINGPROPERTY
LINE
EXISTINGPROPERTY LINE
18' MIN
18' MIN
18' MIN
22' PUBLIC
R/W
22' R/W
(TYP)
27' B-B
(TYP)
PARALLELHC RAMP(TYP)
PARALLELHC RAMP(TYP)
2
2
'
P
U
B
L
I
C
R
/
W
RETAINING WALL
HCR
DOUBLE HCR(TYP)
TRIMMEDIAN
HC
R
HCR
HCRHCR
END S/W CONSTRUCTION
PARALLEL CURBHC RAMP
6' CONC. S/W
6' CONC. S/W
6.5' CO
NC
. S/W
6.5' CO
NC
. S/W
6.5' CONC. S/W
6.5' CONC. S/W
6.5' CONC. S/W
5' CURBTRANSITION (TYP)
6.5'
CO
NC
. S/W
THE
TOW
NES
AT
SUN
POIN
TE
2.PL
ANN
ING
BO
ARD
SET
S09
/19/
2017
C-1.0
907-18
OUTDOOR AMENITY CALCULATIONS:OUTDOOR AMENTIY REQUIRED = 0.98 AC OR 42,733 SF (9.81 AC*0.10)(10%)TOTAL OUTDOOR AMENITY PROVIDED = TBD
CITY OF RALEIGH PIN: 0773-67-4232 TOWNSHIP: RALEIGHTOTAL PARCEL AREA: 9.81 AC DB: 014220 PG 01351 COUNTY: WAKE
STATE: NORTH CAROLINAZONING: R-10 (CITY OF RALEIGH UDO)
IMPERVIOUS SURFACE: 4.31 AC
DENSITY CALCULATIONS:TOTAL RESIDENTIAL PROPERTY AREA = 9.91 ACOVERALL RESIDENTIAL DENSITY ALLOWED: 10 UNITS (UNITS/ ACRE)PHASE 1 RESIDENTIAL DENSITY SHOWN: 6.83 UNITS (67 UNITS/9.81 AC= 6.83 UNITS/ACRE)
TOTAL NUMBER OF UNITS = 67 UNITS (67 (3-BEDROOM)MAXIMUM BUILDING HEIGHT = 45'/3 STORIES
PARKING REQUIRED: 208 SPACES (INCL. HC SPS)3 SPACES/3 BEDROOM = 201 SPACES1 VISITOR SPACE/10 UNITS = 7 SPACES1 HC SPACE/20 SPACES + 1 HC VAN SP.
PARKING PROVIDED: 208 SPACES (INCL. HC SPS)2 SPACES/67 UNITS = 134 SPACES (67 SPACES LEFT FOR ON-SITE PARKING)ON-SITE PARKING = 74 SPACES (67 SPACES + 7 VISITOR SPACES)3 HC SPS + 1 HC VAN SP
BUILD REQUIREMENTS:
BUILD TO WIDTH % REQUIRED: 70%BUILD TO WIDTH % PROVIDED:
UNITS 1-4 89% (84 LF/94 LF)*100 UNITS 35-37 86% (62 LF/72 LF)*100UNITS 5-8 89% (84 LF/94 LF)*100 UNITS 38-41 89% (84 LF/94 LF)*100UNITS 9-12 89% (84 LF/94 LF)*100 UNITS 42-46 91% (106 LF/116 LF)*100UNITS 13-17 91% (106 LF/116 LF)*100 UNITS 47-50 89% (84 LF/94 LF)*100UNITS 18-21 89% (84 LF/94 LF)*100 UNITS 51-53 86% (62 LF/72 LF)*100UNITS 22-26 91% (106 LF/116 LF)*100 UNITS 54-57 89% (84 LF/94 LF)*100UNITS 27-30 89% (84 LF/94 LF)*100 UNITS 58-62 91% (106 LF/116 LF)*100UNITS 31-34 89% (84 LF/94 LF)*100 UNITS 63-67 91% (106 LF/116 LF)*100
ATTENTION CONTRACTORS
The Construction Contractor responsible for the extension of water,sewer, and/or reuse, as approved in these plans, is responsible forcontacting the Public Utilities Department at (919) 996-4540 atleast twenty four 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, and requirereinstallation of any water or sewer facilities not inspected as a resultof this notification failure.
Failure to call for Inspection, Install a Downstream Plug , havePermitted Plans on the Jobsite, or any other Violation of City of
Raleigh Standards will result in a Fine and Possible Exclusion fromfuture work in the City of Raleigh.
GENERAL NOTES1. BOUNDARY AND EXISTING TOPOGRAPHICAL INFORMATION SHOWN WITHIN BOUNDARY ARE
PROVIDED BY ECLS, INC. SURVEYORS.2. PARTIAL EXISTING ADJOINING INFORMATION SHOWN IS BASED ON INFORMATION PROVIDED
BY WAKE COUNTY GIS.3. THE CONTRACTOR SHALL CONTACT " NORTH CAROLINA ONE CALL" AT 800-632-4949 FOR
ASSISTANCE IN LOCATING EXISTING UTILITIES. CALL AT LEAST 48 HOURS PRIOR TO ANYDIGGING.
4. THE CONTRACTOR SHALL FIELD VERIFY CONDITIONS PRIOR TO STARTING CONSTRUCTIONAND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. CONFLICTS INVOLVING PUBLICWATER, SANITARY SEWER, AND STORM DRAINAGE CONSTRUCTION SHALL BE RESOLVEDTO THE SATISFACTION OF THE CITY OF RALEIGH.
5. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY OFRALEIGH, AND NCDOT STANDARDS AND SPECIFICATIONS.
6. MAIL KIOSK BUILDING AND TOWNHOME FOOTPRINTS PROVIDED BY PLANWORKARCHITECTURE.
7. H/C RAMPS AND PARKING SPACES SHALL BE CONSTRUCTED IN ACCORDANCE WITH ADASTANDARDS.
8. THE CONTRACTOR IS RESPONSIBLE FOR INVESTIGATING SOIL CONDITIONS ON SITE. THECONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY UNSUITABLE MATERIALUPON FIRST CONTACT.
9. ALL PERMANENT AND TEMPORARY SIGNAGE REQUIRES AN APPROVED SIGN PERMIT PRIORTO INSTALLATION. SIGNAGE IS A SEPARATE SUBMITTAL, REVIEW, AND APPROVAL PRICESSBY THE PLANNING DEPARTMENT. SIGNAGE FOR THIS SITE MUST COMPLY WITH THE CITYOF RALEIGH.
10. ALL WATER AND SANITARY SEWER ON THIS SITE SHALL BE PUBLIC.11. ALL STORMWATER MANAGEMENT ON THIS SITE SHALL BE PRIVATE.
FOR REVIEW ONLY-NOT FOR CONSTRUCTION
PLAN IS SUBJECT TO REVISIONS DURINGTHE PRELIMINARY APPROVAL PROCESS
TOWNHOMES
30" VALLEYCURB
6' CONC.SWALK
RW
LOT LINE
TYPICAL LOT DETAILNTS
12' DRIVEWAY(TYP)
2' MAINT.EASEMNT.
5' CITY UTILEASEMNT.
TRASH BINSTORAGE
OUTSIDE LOCATIONFOR TRASH BINPICK-UP
O
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6' SIDE SETBACK
SUNPOINTE DRIVE
S
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T
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P
L
.
20' REAR
SETBACK
6' SIDE SETBACK
6' SIDE SETBACK
20' REAR
SETBACK
6' SIDE SETBACK
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26
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22
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19
18
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46
4544
4342
41
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27
67
66
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53
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51
5049
48 47
57
56
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54
EXISTING
WATERLINE
SPRING CREST RD
STORMWATER
DEVICE
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0
.
0
'
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' S
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P. 30' C
O
M
BIN
ED
PU
BLIC
U
TILIT
Y E
AS
EM
EN
T
2" BLOW-OFF
ASSEMBLY (TYP)
2" BLOW-OFF
ASSEMBLY (TYP)
FH ASSEMBLY
(INCL. 6" GV)
FH ASSEMBLY
(INCL. 6" GV)
FH ASSEMBLY
(INCL. 6" GV)
FH ASSEMBLY
(INCL. 6" GV)
FH ASSEMBLY
(INCL. 6" GV)
FH ASSEMBLY
(INCL. 6" GV)
CONNECT TO EXISTING
12" DIP WATERLINE
12" DIP
WATERLINE
12" DIP
WATERLINE
8" DIP W/L
8" PVC
SANITARY
SEWER
8" PVC
SANITARY
SEWER
8" PVC
SANITARY
SEWER (TYP)
8" PVC
SANITARY
SEWER
8" PVC
SANITARY
SEWER
8" PVC
SANITARY
SEWER
SANITARY
SEWER MH
(TYP)
SANITARY
SEWER MH
(TYP)
WATERLINE
SERVICE (TYP)
SANITARY
SEWER
SERVICE (TYP)
5/8" W/M
(TYP)
4" SS
SERVICE
(TYP)
RECONNECT
EX. W/L TO
PROP.
12" DIP
(1)12"x8" CROSS
(2)12" GV
(1)8" GV
(1)12"x6" TEE
(2)8" GV
(1)6" GV
(1)8"x8" TEE
(3)8" GV
OPEN CUT
12" TAPPING
SLEEVE & VALVE
5/8" W/M
(TYP)
5/8" W/M
(TYP)
6" DIP W/L
1
2
"
D
IP
W
/L
4" SS
SERVICE
(TYP)
5/8" W/M
(TYP)
EXISTING FH
TO BE REMOVED
8
"
D
I
P
W
/
L
8" D
IP
W
/L
2
0
'
P
U
B
L
I
C
S
S
E
A
S
E
NEW 5' DOGHOUSE
MANHOLE
TH
E T
OW
NE
S A
T S
UN
PO
IN
TE
2.
PL
AN
NIN
G B
OA
RD
S
ET
S0
9/1
9/2
01
7
C-2.0
907-18
ATTENTION CONTRACTORS
The Construction Contractor responsible for the extension of water,
sewer, and/or reuse, as approved in these plans, is responsible for
contacting the Public Utilities Department at (919) 996-4540 at
least twenty four hours prior to beginning any of their construction.
Failure to notify both City Departments in advance of beginning
construction, will result in the issuance of monetary fines, and require
reinstallation of any water or sewer facilities not inspected as a result
of this notification failure.
Failure to call for Inspection, Install a Downstream Plug , have
Permitted Plans on the Jobsite, or any other Violation of City of
Raleigh Standards will result in a Fine and Possible Exclusion from
future work in the City of Raleigh.
GENERAL NOTES
1. BOUNDARY AND EXISTING TOPOGRAPHICAL INFORMATION SHOWN WITHIN BOUNDARY ARE
PROVIDED BY ECLS, INC. SURVEYORS.
2. PARTIAL EXISTING ADJOINING INFORMATION SHOWN IS BASED ON INFORMATION PROVIDED
BY WAKE COUNTY GIS.
3. THE CONTRACTOR SHALL CONTACT " NORTH CAROLINA ONE CALL" AT 800-632-4949 FOR
ASSISTANCE IN LOCATING EXISTING UTILITIES. CALL AT LEAST 48 HOURS PRIOR TO ANY
DIGGING.
4. THE CONTRACTOR SHALL FIELD VERIFY CONDITIONS PRIOR TO STARTING CONSTRUCTION
AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. CONFLICTS INVOLVING PUBLIC
WATER, SANITARY SEWER, AND STORM DRAINAGE CONSTRUCTION SHALL BE RESOLVED
TO THE SATISFACTION OF THE CITY OF RALEIGH.
5. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY OF
RALEIGH, AND NCDOT STANDARDS AND SPECIFICATIONS.
6. MAIL KIOSK BUILDING AND TOWNHOME FOOTPRINTS PROVIDED BY PLANWORK
ARCHITECTURE.
7. H/C RAMPS AND PARKING SPACES SHALL BE CONSTRUCTED IN ACCORDANCE WITH ADA
STANDARDS.
8. THE CONTRACTOR IS RESPONSIBLE FOR INVESTIGATING SOIL CONDITIONS ON SITE. THE
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY UNSUITABLE MATERIAL
UPON FIRST CONTACT.
9. ALL PERMANENT AND TEMPORARY SIGNAGE REQUIRES AN APPROVED SIGN PERMIT PRIOR
TO INSTALLATION. SIGNAGE IS A SEPARATE SUBMITTAL, REVIEW, AND APPROVAL PRICESS
BY THE PLANNING DEPARTMENT. SIGNAGE FOR THIS SITE MUST COMPLY WITH THE CITY
OF RALEIGH.
10. ALL WATER AND SANITARY SEWER ON THIS SITE SHALL BE PUBLIC.
11. ALL STORMWATER MANAGEMENT ON THIS SITE SHALL BE PRIVATE.
STANDARD UTILITY NOTES (AS APPLICABLE):1. ALL MATERIALS & CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH CITY
OF RALEIGH DESIGN STANDARDS, DETAILS & SPECIFICATIONS (REFERENCE: CORPUDHANDBOOK, CURRENT EDITION)
2. UTILITY SEPARATION REQUIREMENTS:a) A DISTANCE OF 100' SHALL BE MAINTAINED BETWEEN SANITARY SEWER & ANY
PRIVATE OR PUBLIC WATER SUPPLY SOURCE SUCH AS AN IMPOUNDEDRESERVOIR USED AS A SOURCE OF DRINKING WATER. IF ADEQUATE LATERALSEPARATION CANNOT BE ACHIEVED, FERROUS SANITARY SEWER PIPE SHALL BESPECIFIED & INSTALLED TO WATERLINE SPECIFICATIONS. HOWEVER, THEMINIMUM SEPARATION SHALL NOT BE LESS THAN 25' FROM A PRIVATE WELL OR50' FROM A PUBLIC WELL.
b) WHEN INSTALLING WATER &/OR SEWER MAINS, THE HORIZONTAL SEPARATIONBETWEEN UTILITIES SHALL BE 10'. IF THIS SEPARATION CANNOT BE MAINTAINEDDUE TO EXISTING CONDITIONS, THE VARIATION ALLOWED IS THE WATER MAININ A SEPARATE TRENCH WITH THE ELEVATION OF THE WATER MAIN AT LEAST18” ABOVE THE TOP OF THE SEWER & MUST BE APPROVED BY THE PUBLICUTILITIES DIRECTOR. ALL DISTANCES ARE MEASURED FROM OUTSIDE DIAMETERTO OUTSIDE DIAMETER.
c) WHERE IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR ANYTIME ASANITARY SEWER PASSES OVER A WATERMAIN, DIP MATERIALS OR STEELENCASEMENT EXTENDED 10' ON EACH SIDE OF CROSSING MUST BE SPECIFIED &INSTALLED TO WATERLINE SPECIFICATIONS.
d) 5.0' MINIMUM HORIZONTAL SEPARATION IS REQUIRED BETWEEN ALL SANITARYSEWER & STORM SEWER FACILITIES, UNLESS DIP MATERIAL IS SPECIFIED FORSANITARY SEWER.
e) MAINTAIN 18” MIN. VERTICAL SEPARATION AT ALL WATERMAIN & RCP STORMDRAIN CROSSINGS; MAINTAIN 24” MIN. VERTICAL SEPARATION AT ALL SANITARYSEWER & RCP STORM DRAIN CROSSINGS. WHERE ADEQUATE SEPARATIONSCANNOT BE ACHIEVED, SPECIFY DIP MATERIALS & A CONCRETE CRADLE HAVING6” MIN. CLEARANCE (PER CORPUD DETAILS W-41 & S-49).
f) ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER & SEWER FACILITIESWITH 18” MIN. VERTICAL SEPARATION REQUIRED.
3. ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW & APPROVAL OF ANAMENDED PLAN &/OR PROFILE BY THE CITY OF RALEIGH PUBLIC UTILITIESDEPARTMENT PRIOR TO CONSTRUCTION.
4. CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER & SEWER SERVICE TOEXISTING RESIDENCES & BUSINESSES THROUGHOUT CONSTRUCTION OF PROJECT.ANY NECESSARY SERVICE INTERRUPTIONS SHALL BE PRECEDED BY A 24 HOURADVANCE NOTICE TO THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT.
5. 3.0' MINIMUM COVER IS REQUIRED ON ALL WATER MAINS & SEWER FORCEMAINS. 4.0'MINIMUM COVER IS REQUIRED ON ALL REUSE MAINS.
6. IT IS THE DEVELOPER’S RESPONSIBILITY TO ABANDON OR REMOVE EXISTING WATER& SEWER SERVICES NOT BEING USED IN REDEVELOPMENT OF A SITE UNLESSOTHERWISE DIRECTED BY THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT.THIS INCLUDES ABANDONING TAP AT MAIN & REMOVAL OF SERVICE FROM ROW OREASEMENT PER CORPUD HANDBOOK PROCEDURE.
7. INSTALL 3/4” COPPER WATER SERVICES WITH 5/8” METER LOCATED AT ROW ORWITHIN A 2'X2' WATERLINE EASEMENT IMMEDIATELY ADJACENT. NOTE: IT IS THEAPPLICANT'S RESPONSIBILITY TO PROPERLY SIZE THE WATER SERVICE FOR EACHCONNECTION TO PROVIDE ADEQUATE FLOW & PRESSURE .
8. INSTALL 4” PVC SEWER SERVICES @ 1.0% MINIMUM GRADE WITH CLEANOUTSLOCATED AT ROW OR EASEMENT LINE & SPACED EVERY 75 LINEAR FEET MAXIMUM.
9. PRESSURE REDUCING VALVES ARE REQUIRED ON ALL WATER SERVICES EXCEEDING80 PSI; BACKWATER VALVES ARE REQUIRED ON ALL SANITARY SEWER SERVICESHAVING BUILDING DRAINS LOWER THAN 1.0' ABOVE THE NEXT UPSTREAM MANHOLE.
10. ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAINEDFROM NCDWQ, USACE &/OR FEMA FOR ANY RIPARIAN BUFFER, WETLAND &/ORFLOODPLAIN IMPACTS (RESPECTIVELY) PRIOR TO CONSTRUCTION.
11. NCDOT / RAILROAD ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANY UTILITYWORK (INCLUDING MAIN EXTENSIONS & SERVICE TAPS) WITHIN STATE OR RAILROADROW PRIOR TO CONSTRUCTION.
12. GREASE INTERCEPTOR / OIL WATER SEPARATOR SIZING CALCULATIONS &INSTALLATION SPECIFICATIONS SHALL BE APPROVED BY THE CORPUD FOGPROGRAM COORDINATOR PRIOR TO ISSUANCE OF A BUILDING PERMIT. CONTACT TIMBEASLEY AT (919) 996-2334 OR [email protected] FOR MORE INFORMATION.
13. CROSS-CONNECTION CONTROL PROTECTION DEVICES ARE REQUIRED BASED ONDEGREE OF HEALTH HAZARD INVOLVED AS LISTED IN APPENDIX-B OF THE RULESGOVERNING PUBLIC WATER SYSTEMS IN NORTH CAROLINA. THESE GUIDELINES ARETHE MINIMUM REQUIREMENTS. THE DEVICES SHALL MEET AMERICAN SOCIETY OFSANITARY ENGINEERING (ASSE) STANDARDS OR BE ON THE UNIVERSITY OFSOUTHERN CALIFORNIA APPROVAL LIST. THE DEVICES SHALL BE INSTALLED ANDTESTED (BOTH INITIAL AND PERIODIC TESTING THEREAFTER) IN ACCORDANCE WITHTHE MANUFACTURER'S RECOMMENDATIONS OR THE LOCAL CROSS-CONNECTIONCONTROL PROGRAM, WHICHEVER IS MORE STRINGENT. CONTACT JOANIE HELVEY AT(919) 996-5923 OR [email protected] FOR MORE INFORMATION.
TOWNHOMES
4" CLEANOUT
SERVICE
5/8" WATERLINE
SERVICE
8" DIP
WATERLINE
8" PVC SANITARY
SEWER
30" VALLEY
CURB
6' CONC.
SWALK
RW
LOT LINE
TYPICAL UTILITY SERVICE DETAIL
NTS
12' DRIVEWAY
(TYP)
SS
W
SS
W
2' MAINT.
EASEMNT.
5' CITY UTIL
EASEMNT.
1. WATER MAIN SIZES ARE SUBJECT TO CHANGE BASED ON WATER SYSTEM
ANALYSIS. THE ANALYSIS WILL BE COMPLETED AT CONSTRUCTION
DRAWING SUBMITTAL.
2. ALL WATER MAINS SHALL BE PRESSURE CLASS OR THICKNESS CLASS
DUCTILE IRON PIPE DESIGNED IN ACCORDANCE WITH AWWA STANDARD
C-150.
3. ALL WATER LINES SHALL BE C-900 PVC UNLESS OTHERWISE SPECIFIED.
4. ALL WATER & SEWER PERMITS WILL BE ISSUED BY COUNTY AND/OR
NCDENR.
5. ALL WATER SERVICES SHALL BE INSTALLED DURING ROADWAY
CONSTRUCTION.
6. SANITARY SEWER AND WATER SERVICES SHALL BE STUBBED OUT TO ALL
LOTS BEFORE FINAL GRADING.
7. FLOWABLE FILL BACKFILL IS REQUIRED AT UTILITY CROSSINGS WHERE A
UTILITY TO BE INSTALLED CROSSES UNDER A PREVIOUSLY INSTALLED
UTILITY.
8. PRIOR TO RELEASE OF THE CERTIFICATE OF OCCUPANCY, THE
OWNER/BUILDER MUST SUPPLY THE TOWN WITH A FINAL LETTER OF
CERTIFICATION FROM THE LIGHTING ENGINEER, LIGHTING
MANUFACTURER, OR AUTHORIZED LIGHTING CONTRACTOR VERIFYING
THAT ALL SITE LIGHTING IS INSTALLED ACCORDING TO CITY OF RALEIGH
STANDARDS, THE APPROVED PLANS, AND ANY APPLICABLE CONDITIONS.
9. ALL WATER AND SEWER UTILITY EASEMENTS SHALL BE DEDICATED TO
THE CITY OF RALEIGH.
UTILITY NOTES
FOR REVIEW ONLY-
NOT FOR CONSTRUCTION
PLAN IS SUBJECT TO REVISIONS DURING
THE PRELIMINARY APPROVAL PROCESS
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GREENBELT HOMEOWNERSPIN: 0773-66-8992DB 2438, PG 445BM 1975, PG 18
GREATER RALEIGHAREA CHRISTIANEDUCATION INC.PIN: 0773-76-1381DB 8875, PG 896
FIRST FEDERAL SAVINGS AND LOANASSOCIATION OF RALEIGH
PIN: 0773-67-7497DB 4557, PG 571
SUNPOINTE CONDOMINIUMS PH7FIRST FEDERAL SAVINGS AND LOAN
ASSOCIATION OF RALEIGHPIN: 0773-67-4475DB 4557, PG 571
SUNPOINTE CONDOMINIUMS PH6
SUNPOINTE CONDOMINIUMSPIN: 0773-67-3557DB 3607, PG 397
SUNPOINTE CONDOMINIUMS PH5 SUNPOINTE CONDOMINIUMSPIN: 0773-67-5529DB 3629, PG 623
SUNPOINTE CONDOMINIUMS PH3
SUNPOINTE CONDOMINIUMSPIN: 0773-67-0576DB 3652, PG 430
FIRST FEDERAL SAVINGS AND LOANASSOCIATION OF RALEIGH
PIN: 0773-67-0325DB 4557, PG 571
SUNPOINTE CONDOMINIUMS PH8
SUNPOINTE CONDOMINIUMSPIN: 0773-67-1018DB 4685, PG 785
SUNPOINTE CONDOMINIUMS PH9
SUNPOINTE CONDOMINIUMSPIN: 0773-67-7630DB 3582, PG 453
SUNPOINTE CONDOMINIUMS PH2
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20' SANITARY SEWER EASEMENT
INTERSTATE 40
(VARIABLE WIDTH PUBLIC R/W
)
FARM
GATE R
OAD
(60' PUBLIC
R/W
)
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6' SIDE SETBACK
D
70'CP&L EASEMENT
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SUNPOINTE DRIVE
SUMMER POINTE PL.
20' REARSETBACK
6' SIDE SETBACK
6' SIDE SETBACK
20' REARSETBACK
6' SIDE SETBACK
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COVERED PORCHCOVERED PORCH
COVERED PORCH
CO
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POR
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COVERED PORCH
COVERED PORCH
COVERED PORCH
COVERED PORCH
COVERED PORCH
COVERED PORCHCOVERED PORCH COVERED PORCH
COVERED PORCH
COVERED PORCH
COVERED PORCH
COVERED PORCH
COVERED PORCH
COVERED PORCH
COVERED PORCH
COVERED PORCH
COVERED PORCH
COVERED PORCH
COVERED PORCH
COVERED PORCH
COVERED PORCH
COVERED PORCH
COVERED PORCH
COVERED PORCH
COVERED PORCH
COVERED PORCH
COVERED PORCH
COVERED PORCH
COVERED PORCH COVERED PORCH
COVERED PORCH
ûûû
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STREET A (LABELED FOR STREET TREE CHART)
15-I
15-CO
15-CO
20-DBH
19-DBH
38-DBH23-DBH
22-DBH
16-DBH
16-DBH
15-DBH
23-DBH
19-DBH
29-DBH
SCM
EXISTING VEGETATIONALONG FARM GATE ROADTO REMAIN
EXISTINGVEGETATIONALONGFARM GATEROAD TOREMAIN
4-EH
6-EH
6-EH
24-TM
18-TM
18-Z
14-Z
L-1
SCALE:
DRAWN BY:
DATE:
OF
SHEET
REVISIONS:
PROJECT #
TON
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. TA
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DSC
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ARC
HITE
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A50
11 S
OUT
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RK D
RIV
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00 -
DUR
HAM
, NC
277
13p:
(919
) 484
-888
0
f: (9
19) 4
84-8
881
e: t
ony@
tmtla
.com
PMP
Rale
igh,
NC
THE
TOW
NES
AT
SUN
POIN
TELA
ND
SCA
PE P
LAN
1" = 50'
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.
SCOPE OF WORK:Furnish all labor, materials, and equipment required or indicated by the drawings and specifications to complete the workincluding 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 to approval by theowner. The owner shall have the right to reject and and all materials and any and all work, which in his opinion, does notmeet the requirements of the contract.
PLANT MATERIALS:All plant materials shall be nursery grown, freshly dug in the field, naturally shaped, well branched, fully foliated when in leafwith fully developed root systems. Trees must be self supporting, with straight trunks and leaders in tact. All plants must befree of disease, insect infestation or their eggs and shall have been grown in climatic conditions similar to those of theproject site
PLANT SIZE:Specified sizes indicates the minimum allowable size at planting. Where container and height/spreads are indicated for asingle species, both size requirements shall be met When only plant height or spread are indicated, container size shall bebased on AAN standards.
ORGANIC MATTER:Aged manure, compost or pine bark fines, at the option of the contractor, material shall be air dried, finely shredded andsuitable for horticultural purposes and shall contain no more than 35% moisture content by weight.
PINE BARK MULCH:All pine bark mulch shall be clean, double ground, fine textured nugget mulch with minimal amounts of sapwood content.
TURF AREAS:Prior to any seeding or sod application, verify that all trenching and land disturbing activities have been completed. Ensureall 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).15. Any tree located within a sight distance triangle shall be limbed up between 2' and 6' for clear sightlines.16. All tree lawns for new streets shall be a minimum of 6' wide.17. Any on-site adjustments to street tree locations shall be made with a City of Raleigh Urban ForestryInspector. Call City of Raleigh Urban Forestry Department at 919-996-4868.
CHART: STREET TREE PROXIMITY TO INFRASTRUCTUREFROM CITY OF RALEIGH TREE MANUAL
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Townes at SunpointeRaliegh, NC
10/19/18
TRIPLEX FRONT ELEVATION
QUADRUPLEX FRONTELEVATION
PENTAPLEX FRONT ELEVATION
