ss capital blvd/us 1 · sub-0002-2020 per wake county deeds, parcel addresses 10813 and 10815 are...
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GASWATERFIBERPHONE
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FIRE HYDRANT FH
GUY WIRE GW
UTILITY POLE PP
TELEPHONE PEDESTAL TLP
ELECTRIC TRANSFORMERE TRANS
WATER VALVE WV
S1SINGLE POLE SIGN
LEGEND
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INDEX OF SHEETSSheet Number Sheet Title
C0.0 COVER
C1.0 OVERALL EXISTING CONDITIONS & DEMOLITION PLAN
C1.1 EXISTING CONDITIONS & DEMOLITION PLAN
C1.2 EXISTING CONDITIONS & DEMOLITION PLAN
C1.3 EXISTING CONDITIONS & DEMOLITION PLAN
C2.0 OVERALL SUBDIVISION PLAN
C2.1 SUBDIVISION PLAN
C2.2 SUBDIVISION PLAN
C2.3 TOWNHOME DETAIL
C3.0 OVERALL UTILITY PLAN
C3.1 UTILITY PLAN
C3.2 UTILITY PLAN
C4.0 OVERALL GRADING & DRAINAGE PLAN
C4.1 GRADING & DRAINAGE PLAN
C4.2 GRADING & DRAINAGE PLAN
C5.0 SCM PLAN & PROFILE
C5.1 SCM DETAILS
L1.0 TREE CONSERVATION PLAN
L1.1 TREE CONSERVATION AERIAL
L2.0 OVERALL LANDSCAPE PLAN
L2.1 LANDSCAPE PLAN
L3.0 LANDSCAPE DETAILS
SL1.0 SITE LIGHTING PLAN
VICINITY MAP
PRELIMINARY SUBDIVISION PLANS FOR
RICHLAND RESERVE
1st Submittal: JANUARY 23, 2020
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1"=500'
10807, 10809, 10813 , 10815 PONDEROSA SERVICE ROAD, RALEIGH, NC 27587
PREPARED BY
WithersRavenel
137 S. Wilmington Street | Suite 200 | Raleigh, NC 27601 | t: 919.469.3340 | license #: C-0832
www.withersravenel.com
DEVELOPER
KB HOMES CAROLINAS
4506 S. MIAMI BLVD, SUITE 100
DURHAM, NC 27703
CONTACT: JONATHAN HAYWARD
PHONE: (919) 768-7975EMAIL:
SHARON & THOMAS YANCEY
7204 FONTANA PL RALEIGH, NC 27615
OWNERS
SEAL/SIGNATURE
PRELIMINARY
NOT APPROVED FOR
CONSTRUCTION
1. SOLID WASTE SERVICES ARE TO BE PROVIDED BY CITY OF RALEIGH FOR ALL UNITS.
2. THE DEVELOPER WILL COMPLY WITH ALL REQUIREMENTS SET FORTH IN THE SOLID WASTE MANUAL.
3. CARTS THAT ARE NOT STORED WITHIN THE GARAGE BEFORE AND AFTER SCHEDULED COLLECTION MAY BE ISSUED A NOTICE OF VIOLATION FOR THE FIRST OFFENSE AND A $100
ADMINISTRATION FEE FOR SUBSEQUENT VIOLATIONS WITHIN A TWELVE MONTH PERIOD.
4. ROLL OUT CARTS TO BE LOCATED ON DRIVEWAY APRON WHEN POSITIONED FOR THE COLLECTION,
SOLID WASTE INSPECTION STATEMENT
GENERAL NOTES
FIRE DEPARTMENT NOTES
1. THE APPARATUS ROAD SURFACE IS REQUIRED TO BE WITHIN 150 FEET (NFPA 13R); NO SPRINKLING SYSTEM PROPOSED.
2. FIRE HYDRANT SHALL BE LOCATED WITHIN 300' AS MEASURED ALONG THE PATH OF APPARATUS ACCESS ROAD (NCFC 507.5.1).
3. FIRE FLOW ANALYSIS MUST BE PROVED AT TIME OF BUILDING PERMITS PER THE 2012 NCFC, SECTION 507.3.
4. ALL PROPOSED PUBLIC FIRE HYDRANTS WILL BE IN ACCORDANCE TO CITY OF RALEIGH STANDARD DETAIL W-5. DETAIL WILL BE PROVIDED IN CONCURRENT REVIEW PLANS.
1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH
AND NCDOT STANDARDS AND SPECIFICATIONS IF APPLICABLE.
2. THE CONTRACTOR SHALL OBTAIN A RIGHT-OF-WAY PERMIT FOR ANY WORK WHICH
REQUIRES THE CLOSURE OF A TRAVEL LANE(S), PARKING SPACE, OR SIDEWALK FROM
RIGHT-OF-WAY SERVICES AT LEAST 48 HOURS IN ADVANCE.
3. IF CONSTRUCTION PLANS FOR PUBLIC AND PRIVATE STREETS OR UTILITIES SHOWN ON THIS
PLAN ARE REQUIRED, THEY MUST BE APPROVED BY THE PUBLIC WORKS DEPARTMENT AND
PUBLIC UTILITIES DEPARTMENT PRIOR TO ISSUANCE OF PERMITS OR RECORDING OF ANY
PLAT FOR THIS DEVELOPMENT.
4. FIELD ADJUSTMENTS TO THIS PLAN MAY BE REQUIRED BY CITY OF RALEIGH INSPECTOR AS
NEEDED DURING CONSTRUCTION.
5. ALL SURVEY INFORMATION PROVIDED TO WITHERSRAVENEL, RALEIGH, NORTH CAROLINA
OFFICE BY CARY, NORTH CAROLINA OFFICE IN DIGITAL FORMAT AND SUPPLEMENTAL
INFORMATION WAS OBTAINED FROM WAKE COUNTY GIS.
6. ALL PROPOSED CURB AND GUTTER WITHIN PUBLIC RIGHT OF WAY SHOWN ON PLANS TO BE
30" CITY OF RALEIGH STANDARD CONCRETE CURB AND GUTTER, 30" CITY OF RALEIGH
STANDARD VALLEY CURB, AND ALL OTHER PROPOSED CURB AND GUTTER TO BE 24"
CONCRETE CURB AND GUTTER UNLESS OTHERWISE STATED ON PLANS.
7. ALL DIMENSIONS SHOWN ARE TO BACK OF CURB, UNLESS OTHERWISE STATED ON PLANS.
8. WITHIN THE SIGHT TRIANGLES SHOWN ON THIS PLAN, NO OBSTRUCTION BETWEEN 2 FEET
AND 8 FEET IN HEIGHT ABOVE THE CURB LINE ELEVATION SHALL BE LOCATED IN WHOLE OR
PART. OBSTRUCTIONS INCLUDE BUT ARE NOT LIMITED TO ANY BERM, FOLIAGE, FENCE,
WALL, SIGN, OR PARKED VEHICLE.
9. ACCESS ROUTE FOR EMERGENCY VEHICLES SHALL PROVIDE AN INSIDE TURNING RADIUS OF
28' MINIMUM.
10. TRASH AND CARDBOARD DUMPSTER(S) ENCLOSURE SHALL COMPATIBLE WITH MATERIAL
AND/OR COLOR OF THE PRINCIPAL BUILDING.
11. ALL HVAC UNITS SHALL BE SCREENED FROM VIEW OF THE PUBLIC RIGHT OF WAY.
12. CONTRACTOR TO FIELD LOCATE AND VERIFY ALL EXISTING UTILITIES PRIOR TO
CONSTRUCTION AND REPORT ANY DISCREPANCIES TO LANDSCAPE ARCHITECT PRIOR TO
ANY CONSTRUCTION ACTIVITIES. CONTACT NC ONE AT 811 FOR FIELD LOCATION OF
UNDERGROUND UTILITIES.
13. HANDICAP PARKING SPACE(S) AND HC ACCESS AISLE(S) SHALL BE NO GREATER THAN TWO
PERCENT (2%) PITCH IN ANY DIRECTION(S) AS PER ADA STANDARDS.
14. PROVIDE SIGNAGE AND STRIPING OF HANDICAP SPACES AS PER ADA STANDARDS.
15. ALL RETAINING WALLS GREATER THAN 30" IN HEIGHT TO INCLUDE SAFETY RAIL OR FENCE.
NO RETAINING WALLS ARE PERMITTED IN THE RIGHT-OF-WAY UNLESS APPROVED BY
ENCROACHMENT.
16. THE MINIMUM CORNER CLEARANCE FROM THE CURB LINE OF INTERSECTING STREETS
SHALL BE AT LEAST 50 FEET FROM THE POINT OF TANGENCY OF THE CURB FOR
MIXED-USE/COMMERCIAL DRIVEWAY. NO DRIVEWAYS SHALL ENCROACH ON THIS
MINIMUM CORNER CLEARANCE.
17. WHEELCHAIR ACCESS RAMPS WILL BE PROVIDED IN ACCORDANCE WITH CITY OF RALEIGH
PUBLIC WORKS DEPARTMENT STANDARDS, PROWAG STANDARDS AND ADAAG
SPECIFICATIONS
18. ALL RAMPS AND HANDRAILS SHALL BE CONFORM TO ANSI STANDARDS.
19. ALL ABOVE GROUND UTILITY DEVICES (TO INCLUDE BUT NOT LIMITED TO TELEPHONE AND
CABLE PEDESTALS, ELECTRICAL TRANSFORMERS, BACKFLOW DEVICE HOTBOX, ETC) SHALL
BE SCREENED FROM OFF-SITE VIEW BY EVERGREEN SHRUBS, FENCE, OR WALL.
20. ALL SIDEWALKS MUST BE ACCESSIBLE TO PERSONS WHO ARE BLIND, HAVE LOW VISION
AND PEOPLE WITH MOBILITY DISABILITIES. PEDESTRIAN EXISTING ROUTES AND ALTERNATE
PEDESTRIAN ROUTES DURING CONSTRUCTION WILL BE REQUIRED TO BE COMPLIANT WITH
THE PUBLIC RIGHTS OF WAY ACCESSIBILITY GUIDELINES (PROWAG), 2010 ADA STANDARDS
FOR ACCESSIBLE DESIGN AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
(MUTCD).
21. IF UNFORESEEN CONDITIONS DEVELOP DURING CONSTRUCTION, REFER TO "CITY OF
RALEIGH STREET DESIGN MANUAL" AND CONTACT DEVELOPMENT SERVICES DEPARTMENT
FOR FURTHER GUIDANCE.
22. BROOKSIDE RESERVE ROAD IS DESIGNATED AS THE PRIMARY STREET.
23. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL SCHEDULE A
PRE-CONSTRUCTION MEETING WITH THE CITY OF DEVELOPMENT SERVICES DEPARTMENT /
LAND DEVELOPMENT DIVISION STAFF TO REVIEW THE SPECIFIC COMPONENTS OF THE PLAN
AND OPERATION OF THESE FACILITIES DURING CONSTRUCTION. CONTACT ENGINEERING
INSPECTIONS AT 919.996.2409 TO SET UP THE MEETING.
24. THE CONTRACTOR SHALL CONDUCT THE WORK IN A SAFE MANNER AND WITH A MINIMUM
AMOUNT OF INCONVENIENCE TO TRAFFIC.
25. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL AND SHALL ADHERE
TO THE PROVISIONS OF THE MUTCD (MOST CURRENT EDITION).
26. ANY TEMPORARY STREET CLOSURE MUST BE SUBMITTED A MINIMUM OF 2 WEEKS PRIOR TO
THE START OF WORK. SEE " RIGHT-OF-WAY CLOSURES" ON WWW.RALEIGHNC.GOV.
COMPLETE AND SEND THE RIGHT-OF-WAY OBSTRUCTION PERMIT TO
27. PRIOR TO CONSTRUCTION BEGINNING, ALL SIGNAGE AND TRAFFIC CONTROL SHALL BE IN
PLACE.
JAMES ADAMS
818 S WHITE ST WAKE FOREST, NC 27587
CAPI
TAL B
LVD/
US 1
SITE
LEGEND
PROPOSEDEXISTINGMINOR CONTOURMAJOR CONTOUR
DESCRIPTION
ROADWAY CENTERLINERIGHT OF WAY LIMITS
CURB & GUTTEREASEMENT LINE
N/A
STORM SEWER FACILITIESWATERLINE
FIRE HYDRANT ASSEMBLY
FENCING STRUCTURE
WOODS LINE
SANITARY SEWER FACILITIES
PROPERTY LINE
XXXX
WW
EDGE OF PAVEMENT
FORCE MAIN FMFM
BUILDINGS/STRUCTURES
GUY ANCHORPOWER POLE
LIGHT POLEPROPERTY IRON
N/A
N/A
N/A
N/A
CURB INLET N/A
STORM DRAIN JUNCTION BOX N/A
YARD INLET N/A
WATER METER N/A
CONCRETE MONUMENT N/A
TELEPHONE PEDESTAL N/A
WATER VALVE WV
GGAS MAINOHEOVERHEAD ELECTRIC
TTELEPHONE
EELECTRIC
PROPOSEDEXISTINGDESCRIPTION
MAIL BOX N/A
N/A
GV
TELEVISION PEDESTAL
WATER MANHOLE
TELEPHONE MANHOLEFLARED END SECTION
SANITARY SEWER MANHOLE
GAS VALVEUTILITY MANHOLE
ELECTRICAL PEDESTALSIGN
FIBER OPTIC MARKERN/A
N/A N/AN/AN/A
N/A
N/A
N/A
N/A
N/A
N/A
N/AN/A
N/A
WATERWAYS
BUFFER
Engineers | Planners
SUB-0002-2020
ZONING CONDITIONS AND RESPONSE NARRATIVES
1. SITE LIGHTING, ADDITIONALLY THE MAXIMUM LIGHT LEVEL OF ANY LIGHT FIXTURE MEASURED ATTHE PROPERTY LINE WILL NOT EXCEED 1.0 FOOT-CANDLES MEASURED AT THE RIGHT-OF-WAY LINEOF A STREET.
THE PROPOSED LIGHTING PLAN MEETS THIS ZONING REQUIREMENT.
2. THE FOLLOWING USES SHALL BE PROHIBITED: MULTI-UNIT LIVING, WITH EXCEPTION FORTOWNHOMES, WHICH SHALL BE ALLOWED; BOARDINGHOUSE; CONGREGATE CARE; BED &BREAKFAST; HOSPITALITY HOUSE.
THE PROJECT IS PROPOSING TOWNHOMES, WHICH ARE ALLOWED.
3. THE SUBJECT PROPERTIES SHALL NOT HAVE TO COMPLY WITH ANY BLOCK PERIMETERREQUIREMENT(S) IN THE RALEIGH UDO SECTION 8.3.2.
SECTION 8.3.2 REQUIREMENTS DO NOT APPLY TO THIS DEVELOPMENT.
4. NO DEVELOPMENT IMPROVEMENTS, WITH EXCEPTION FOR THE INSTALLATION OF UTILITIES,STORMWATER CONVEYANCES, GREENWAY, TRAILS, STREETS, OR OTHER PUBLIC IMPROVEMENTSSHALL BE LOCATED WITHIN ONE-THOUSAND FEET (1000') OF THE WESTERN PROPERTY LINE OF THESUBJECT PROPERTY'S ASSEMBLAGE. PROPERTIES ALONG THE WESTERN PROPERTY LINE INCLUDE
WAKE COUNTY PIN 1739374565 (DEED BOOK 008609 PAGE 02070) AND PIN 1739476541 (DEEDBOOK 008609 PAGE 02070).
THE PROPOSED PLANS MEET THIS REQUIRED ZONING CONDITION. A DIMENSION LABEL HAS BEENADDED TO THE OVERALL SUBDIVISION PLAN.
5. WITHIN THE 1000' DEVELOPMENT-RESTRICTED AREA DESCRIBED IN CONDITION #4, THE 100-YEARFLOODPLAIN SHALL REMAIN UNDISTURBED FROM ADDED FILL EXCEPT FOR THE INSTALLATION OFUTILITIES, STORMWATER CONVEYANCES, GREENWAY, TRAILS, STREETS, OR OTHER PUBLICIMPROVEMENTS.
THE PROPOSED PLANS DO NOT PROPOSE ANY DISTURBANCE OF THE REFERENCED FLOODPLAIN.
6. WITHIN THE 1000' DEVELOPMENT-RESTRICTED AREA DESCRIBED IN CONDITION #4, EXISTINGWETLANDS SHALL REMAIN UNDISTURBED EXCEPT FOR THE INSTALLATION OF UTILITIES,STORMWATER CONVEYANCES, GREENWAY, TRAILS, STREETS, OR OTHER PUBLIC IMPROVEMENTS.WETLANDS SHALL BE DELINEATED BY A SOIL SCIENTIST.
THE PROPOSED PLANS DO NOT PROPOSE ANY DISTURBANCE OF THE REFERENCED WETLANDS.
2nd Submittal: AUGUST 14, 2020
SUB-0002-2020
PER WAKE COUNTY DEEDS, PARCEL ADDRESSES 10813 AND 10815ARE IDENTIFIED AS A SINGLE PARCEL BY DEED BK 013194 PG 01801;
PER WAKE COUNTY DEEDS, PARCEL ADDRESSES 10807 AND 10809ARE IDENTIFIED AS A SINGLE PARCEL BY DEED BK 8609 PG 02070
NOW OR FORMERLYWAKEFIELD HILLS CONDOS
DB 11693 PG 757PIN 1739.37-6941
NOW OR FORMERLYJB AT COMMON OAKS LLC
DB16173 PG 374PIN 1739.47-7952 NOW OR FORMERLY
SYLVIA A MOORE & ROBERT ANDERSON MOOREDB 6466 PG 411
PIN 1739.57-3812 NOW OR FORMERLYROBERT A MOOREDB 10620 PG 796PIN 1739.57-6744
NOW OR FORMERLYPONDEROSA MOBILE HOME PARK INC
DB 8658 PG 36PIN 1739.37-5114
NOW OR FORMERLYCITY OF RALEIGHDB 8209 PG1497PIN 1739.57-6641
NOW OR FORMERLYROBERT A LINDALL & JOAN E. LEVY
DB 6790 PG 44PIN 1739.47-7023
NOW OR FORMERLYPONDEROSA MOBILE HOME PARK INC
DB 8658 PG 36PIN 1739.37-5114
COMMON OAKS DRIVE64' WIDTH R/W
EXISTING STREAM (TYP) CAPI
TAL B
LVD/
US 1
VARI
ABLE
WID
TH R
\W
VARI
ABLE
WID
TH R
\W
POND
EROS
A SE
RVIC
E RO
AD
NOW OR FORMERLYVIRGINIA MARY NEVILLE
DB 2828 PG 6PIN 1739.57-4297
NRBNRB
NRBNRB
NRB
NRBNRB
NRB
NRB
NRB
NRB
NRB
NRBNRB
NRB
NRB
NRBNRB
UGE
FO
TPTP
FISHING POND LANESCM
100' CITY OFRALEIGH
GREENWAYEASEMENT
BROOKSIDE RESERVE ROAD
TREE CONSERVATION AREASEE SHEET L1.0
SHEET C2.1
SHEET C2.2
NRBNRB
NRB
NRBNRB
NRB
NRB
NRB
NRB
NRBNRB
NRB
NRB
100' CITY OFRALEIGH
GREENWAYEASEMENT
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Sheet No.
Designer
Drawn By
Date
Job No.
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09190028.00
01/23/2020
WR
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1 PER COR COMMENTS 07/21/20
2 PER COR COMMENTS 08/14/20
PRELIMINARY
NOT APPROVED FOR
CONSTRUCTION
R
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UB
DIV
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PL
AN
C2.0
GENERAL NOTES:1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH AND
NCDOT STANDARDS AND SPECIFICATIONS IF APPLICABLE.2. THE CONTRACTOR SHALL OBTAIN A RIGHT-OF-WAY PERMIT FOR ANY WORK WHICH REQUIRES
THE CLOSURE OF A TRAVEL LANE(S), PARKING SPACE, OR SIDEWALK FROM RIGHT-OF-WAYSERVICES AT LEAST 48 HOURS IN ADVANCE.
3. IF CONSTRUCTION PLANS FOR PUBLIC AND PRIVATE STREETS OR UTILITIES SHOWN ON THISPLAN ARE REQUIRED, THEY MUST BE APPROVED BY THE PUBLIC WORKS DEPARTMENT ANDPUBLIC UTILITIES DEPARTMENT PRIOR TO ISSUANCE OF PERMITS OR RECORDING OF ANY PLATFOR THIS DEVELOPMENT.
4. FIELD ADJUSTMENTS TO THIS PLAN MAY BE REQUIRED BY CITY OF RALEIGH INSPECTOR ASNEEDED DURING CONSTRUCTION.
5. ALL CURB AND GUTTER SHOWN ON SITE IS EITHER 30" VALLEY CUTTER OR 30" STANDARDCURB AND GUTTER UNLESS OTHERWISE STATED.
6. ALL DIMENSIONS SHOWN ARE TO BACK TO CURB, UNLESS OTHERWISE STATED ON PLANS.7. WITHIN THE SIGHT TRIANGLES SHOWN ON THIS PLAN, NO OBSTRUCTION BETWEEN 2 FEET AND
8 FEET IN HEIGHT ABOVE THE CURB LINE ELEVATION SHALL BE LOCATED IN WHOLE OR PART.OBSTRUCTIONS INCLUDE BUT ARE NOT LIMITED TO ANY BERM, FOLIAGE, FENCE, WALL, SIGN,OR PARKED VEHICLE.
8. UNLESS NOTED, ACCESS ROUTE FOR EMERGENCY VEHICLES SHALL PROVIDE AN INSIDETURNING RADIUS OF 28' MINIMUM.
9. TRASH AND CARDBOARD DUMPSTER(S) ENCLOSURE SHALL COMPATIBLE WITH MATERIALAND/OR COLOR OF THE PRINCIPAL BUILDING.
10. ALL HVAC UNITS SHALL BE SCREENED FROM VIEW OF THE PUBLIC RIGHT OF WAY.11. CONTRACTOR TO FIELD LOCATE AND VERIFY ALL EXISTING UTILITIES PRIOR TO
CONSTRUCTION AND REPORT ANY DISCREPANCIES TO LANDSCAPE ARCHITECT PRIOR TO ANYCONSTRUCTION ACTIVITIES. CONTACT NC ONE AT 811 FOR FIELD LOCATION OFUNDERGROUND UTILITIES.
12. HANDICAP PARKING SPACE(S) AND HC ACCESS AISLE(S) SHALL BE NO GREATER THAN TWOPERCENT (2%) PITCH IN ANY DIRECTION(S) AS PER ADA STANDARDS.
13. PROVIDE SIGNAGE AND STRIPING OF HANDICAP SPACES AS PER ADA STANDARDS.14. ALL RETAINING WALLS GREATER THAN 30" IN HEIGHT TO INCLUDE SAFETY RAIL OR FENCE. NO
RETAINING WALLS ARE PERMITTED IN THE RIGHT-OF-WAY UNLESS APPROVED BYENCROACHMENT.
15. THE MINIMUM CORNER CLEARANCE FROM THE CURB LINE OF INTERSECTING STREETS SHALLBE AT LEAST 20 FEET FROM THE POINT OF TANGENCY OF THE CURB FOR RESIDENTIALDRIVEWAY. NO DRIVEWAYS SHALL ENCROACH ON THIS MINIMUM CORNER CLEARANCE.
16. WC ACCESS RAMPS WILL BE PROVIDED IN ACCORDANCE WITH CITY OF RALEIGH PUBLICWORKS DEPARTMENT STANDARDS, PROWAG STANDARDS AND ADAAG SPECIFICATIONS
17. ALL RAMPS AND HANDRAILS SHALL BE CONFORM TO ANSI STANDARDS.18. ALL ABOVE GROUND UTILITY DEVICES (TO INCLUDE BUT NOT LIMITED TO TELEPHONE AND
CABLE PEDESTALS, ELECTRICAL TRANSFORMERS, BACKFLOW DEVICE HOTBOX, ETC) SHALL BESCREENED FROM OFF-SITE VIEW BY EVERGREEN SHRUBS, FENCE, OR WALL.
19. ALL SIDEWALKS MUST BE ACCESSIBLE TO PERSONS WHO ARE BLIND, HAVE LOW VISION ANDPEOPLE WITH MOBILITY DISABILITIES. PEDESTRIAN EXISTING ROUTES AND ALTERNATEPEDESTRIAN ROUTES DURING CONSTRUCTION WILL BE REQUIRED TO BE COMPLIANT WITHTHE PUBLIC RIGHTS OF WAY ACCESSIBILITY GUIDELINES (PPOWAG), 2010 ADA STANDARDS FORACCESSIBLE DESIGN AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
20. IF UNFORESEEN CONDITIONS DEVELOP DURING CONSTRUCTION, REFER TO "CITY OF RALEIGHSTREET DESIGN MANUAL" AND CONTACT PUBLIC WORKS DEPARTMENT FOR FURTHERGUIDANCE.
21. BROOKSIDE RESERVE ROAD IS DESIGNATED AS THE PRIMARY STREET.22. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL SCHEDULE A
PRE-CONSTRUCTION MEETING WITH THE CITY OF RALEIGH PUBLIC WORKS DEPARTMENT /TRANSPORTATION FIELD SERVICES STAFF TO REVIEW THE SPECIFIC COMPONENTS OF THEPLAN AND OPERATION OF THESE FACILITIES DURING CONSTRUCTION. CONTACT ENGINEERINGINSPECTIONS AT 919.996.2409 TO SET UP THE MEETING.
23. THE CONTRACTOR SHALL CONDUCT THE WORK IN A SAFE MANNER AND WITH A MINIMUMAMOUNT OF INCONVENIENCE TO TRAFFIC.
24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL AND SHALL ADHERETO THE PROVISIONS OF THE MUTCD (MOST CURRENT EDITION).
25. ANY TEMPORARY STREET CLOSURE MUST BE SUBMITTED A MINIMUM OF 2 WEEKS PRIOR TOTHE START OF WORK. SEE " RIGHT-OF-WAY CLOSURES" ON WWW.RALEIGHNC.GOV.COMPLETE AND SEND THE RIGHT-OF-WAY OBSTRUCTION PERMIT [email protected].
26. PRIOR TO CONSTRUCTION BEGINNING, ALL SIGNAGE AND TRAFFIC CONTROL SHALL BE INPLACE.
WHEEL CHAIR RAMP NOTES:1. ALL WHEEL CHAIR RAMPS TO BE FIELD ADJUSTED WITH INPUT FROM THE CITY OF RALEIGH
FIELD INSPECTOR PRIOR TO INSTALLATION.
2. POWER POLES WHICH MAY CONFLICT WITH FIELD LOCATED WHEEL CHAIR RAMPS ARE TO BERELOCATED BY APPROPRIATE UTILITY COMPANY.
3. WHEEL CHAIR ACCESS RAMPS WILL BE PROVIDED IN ACCORDANCE WITH RALEIGH PUBLICWORKS TRANSPORTATION STANDARD T-20.01.1, T-20.01.2, T20.04.4 & T-20.01.6.
SOLID WASTE NOTES:· REFUSE CONTAINERS TO BE STORED IN EACH UNIT'S GARAGE AND ARE TO BE
ROLLED OUT TO THE NEAREST PUBLIC CURB & GUTTER ON COLLECTION DAY.
SITE DATA
TOWNHOME DETAILS ON SHEET C2.3
1 inch = 150 ft.
150
GRAPHIC SCALE
0 75 150 300
SEE GREENWAY EASEMENT INSET
1 inch = 40 ft.
40
GRAPHIC SCALE
0 20 40 80
SITE DATA cont.FRONT-LOADED TOWNHOME STANDARD REQUIREMENTS:a. GARAGE DOORS MAY CONSTITUTE NO MORE THAN 50% OF THE WIDTH OF THE INDIVIDUAL TOWNHOUSE UNIT.b. COMBINED PARKING AND DRIVEWAY AREA SHALL NOT CONSTITUTE MORE THAN 50% OF THE AREA BETWEEN THE
FRONT BUILDING FACADE AND THE FRONT PROPERTY LINE.c. ANY PARKING IN THE FRONT SETBACK MUST HAVE SUFFICIENT DEPTH SO THE PARKED CARS DO NOT ENCROACH
ON THE ADJACENT SIDEWALK. TO PROVIDE SUFFICIENT DEPTH, THE GARAGE DOORS MUST BE SET BACK AT LEAST20 FEET FROM THE SIDEWALK.
d. GARAGE DOORS MUST BE RECESSED AT LEAST 1 FOOT BEHIND THE FRONT WALL PLANE OR A SECOND-STORYELEMENT OVER THE GARAGE DOORS MUST BE PROVIDED THAT EXTENDS AT LEAST 1 FOOT BEYOND THE FRONTWALL PLANE.
NOW OR FORMERLYSYLVIA A MOORE & ROBERT ANDERSON
MOOREDB 6466 PG 411
PIN 1739.57-3812
NOW OR FORMERLYROBERT A MOOREDB 10620 PG 796PIN 1739.57-6744
COMMON OAKS DRIVE64' WIDTH R/W
CAPI
TAL B
LVD/
US 1
VARI
ABLE
WID
TH R
\W
VARI
ABLE
WID
TH R
\W
POND
EROS
A SE
RVIC
E RO
AD
NOW OR FORMERLYVIRGINIA MARY NEVILLE
DB 2828 PG 6PIN 1739.57-4297
10+00
11+0012+00
13+0014+00
15+0016+00
17+00
PC: 1
0+68
.60
PT: 1
1+18
.95
5' UTILITY EASEMENT (TYP)
5' UTILITY EASEMENT (TYP)
14 SPACES @ 18'X9'1 H/C SPACE @ 18'X9'1 ACCESS AISLE @ 18'X9'
R28'(TYP)
64' PUBLIC R/W
22'(TYP)
18'(TYP)
9'(TYP)
R5'(TYP)
NEIGHBORHOOD LOCAL STREET
RETAINING WALL
R15'(TYP)
6' CONC. SIDEWALK (TYP)
N-1 N-1
N-2
N-2
N-2
N-230" VALLEY C&G (TYP)
50' PARKWAYFRONTAGE YARD
50' PARKWAYFRONTAGE YARD
340' RIGHT TURNSIGHT LINE TO
FUTURE ALIGNMENT
FUTURE FUNCTIONALALIGNMENT
R250'
53'24'18'18'18'18'26'26'18'18'18'18'28'69'28'18'18'18'18'28'26'18'18'18'18'28'17'
18' 28' 18' 18' 18' 18' 28' 28' 18' 18' 18' 18' 28' 28' 18' 18' 18' 18' 26' 26' 18' 18' 9'
11'
11' 18' 26' 26' 18' 18' 18' 18' 24' 99'
145'
6'
53'
98'
110'
93'
22'
3' 28' 18' 18' 18' 18' 28' 28' 18' 18' 18' 18' 28' 28' 18' 18' 18' 18' 25' 26' 18' 18' 18' 18' 26' 25' 18' 18' 18' 17' 1' 24'35'
18'
108'
105'
18'
40'28'24'18'18'18'18'26'26'18'18'18'18'28'69'28'18'18'18'18'28'26'18'18'18'18'28'5'
22'
90'
105'
105'
105'10
5'
112'
111'
105'
105'
105'
113'
104'
113'
112'
114'
113'
117'
105'
105'
104'
104'
114'
113'
104'
104'
105'
105'
108'
108'
105'
105'
109'
109'
110'
107'
106'
105'
105'
110'
111'
111'
111'
105'105'
104'
107'
105'
107'
114'
115'
115'
105'
109'
115'
116'
96 4 3
18 17 15
28 25 24
8
23 22
7
21
5
20 19 16
30
14
29
13 12
27
11
26
10
4345
31
4647
33
4849
37
5254
4044
323435
50
36
51
38
53
394142
1,987 SF0.05 AC
2,931 SF0.07 AC1,883 SF
0.04 AC
2,784 SF0.06 AC
2,522 SF0.06 AC
1,883 SF0.04 AC
1,882 SF0.04 AC
2,007 SF0.05 AC
1,891 SF0.04 AC
2,927 SF0.07 AC
2,027 SF0.05 AC
2,665 SF0.06 AC
3,144 SF0.07 AC
2,046 SF0.05 AC
2,029 SF0.05 AC
2,676 SF0.06 AC
1,880 SF0.04 AC
2,042 SF0.05 AC
2,923 SF0.07 AC
1,887 SF0.04 AC
1,943 SF0.04 AC
3,056 SF0.07 AC
3,072 SF0.07 AC
1,915 SF0.04 AC
1,884 SF0.04 AC
1,983 SF0.05 AC
1,990 SF0.05 AC
2,746 SF0.06 AC
1,996 SF0.05 AC
1,988 SF0.05 AC
1,891 SF0.04 AC
2,003 SF0.05 AC
3,128 SF0.07 AC
1,890 SF0.04 AC
1,890 SF0.04 AC
1,881 SF0.04 AC
2,677 SF0.06 AC
1,880 SF0.04 AC
2,036 SF0.05 AC
1,888 SF0.04 AC
1,879 SF0.04 AC
3,000 SF0.07 AC
2,049 SF0.05 AC
1,888 SF0.04 AC
1,937 SF0.04 AC
2,914 SF0.07 AC
2,927 SF0.07 AC
1,887 SF0.04 AC
1,950 SF0.04 AC
2,074 SF0.05 AC
2,935 SF0.07 AC
1,956 SF0.04 AC
2,080 SF0.05 AC
2,772 SF0.06 AC
2 1
995
998
996
999
1,779 SF0.04 AC
1,847 SF0.04 AC
7,194 SF0.17 AC
9,550 SF0.22 AC
20' REAR SETBACK (TYP)
20' SETBACK (TYP)
59' P
UBLIC
R/W
31' B
/B
N-2
N-2
40'C/L- R/W
26'C/L-BOC
5'(TYP)
20'PARKING SETBACK
BROOKSIDE RESERVE ROAD
626.046'
569.5'
10'
10'
6'
13
7 S
W
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EC
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Sheet No.
Designer
Drawn By
Date
Job No.
With
ersR
av
en
el
En
gin
ee
rs | P
la
nn
ers
PR
EL
IM
IN
AR
Y S
UB
DIV
IS
IO
N
PL
AN
S F
OR
RIC
HL
AN
D R
ES
ER
VE
RA
LE
IG
H, N
C
09190028.00
01/23/2020
WR
WR
1 PER COR COMMENTS 07/21/20
2 PER COR COMMENTS 08/14/20
PRELIMINARY
NOT APPROVED FOR
CONSTRUCTION
R
SU
BD
IV
IS
IO
N P
LA
N
C2.1
MATC
HLIN
E - S
EE S
HEET
C2.2
1 inch = 40 ft.
40
GRAPHIC SCALE
0 20 40 80
NOW OR FORMERLYJB AT COMMON OAKS LLC
DB16173 PG 374PIN 1739.47-7952
COMMON OAKS DRIVE64' WIDTH R/W
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
FO
FO
FO
FO
FO
FO
C
C
C
C
C
C
18+0019+0020+0021+0022+0023+0024+0024+87.69
PC: 1
7+56
.83
PT: 1
7+74
.9710
+00
11+0
012
+00
12+6
9.18
SCM
10 SPACES @ 18'X9'1 H/C SPACE @ 18'X9'1 ACCESS AISLE @ 18'X9'
14 SPACES @ 18'X9'1 H/C SPACE @ 18'X9'1 ACCESS AISLE @ 18'X9'
R28'(TYP)
12 SPACES @ 18'X9'1 H/C SPACE @ 18'X9'1 ACCESS AISLE @ 18'X9'
64' PUBLIC R/W36' B/B
22'(TYP)
18'(TYP)
9'(TYP)
18'(TYP)
9'(TYP)
22'(TYP)
R5'(TYP)
R15'(TYP)
R15'(TYP)
R5'(TYP)
NEIGHBORHOOD YIELD
NEIG
HBOR
HOOD
STR
EET
55' P
UBLIC
R/W
27' B
/B
RETAINING WALL
RETAINING WALL
6' CONC. SIDEWALK (TYP)
N-1 N-1
N-1
N-1 N-1
N-2
N-2 N-2
N-2
N-2
N-2 N-2
N-2
MAIL KIOSKAREA
30" VALLEY C&G (TYP)
17'64'18'28'18'18'18'18'15'13'28'18'18'18'18'28'28'18'18'18'18'28'
825' 28' 17' 1' 18' 28' 28' 18' 18' 18' 18' 28' 28' 18' 18' 18' 18' 28' 69' 28' 18' 18' 18' 18' 16' 12' 19' 64' 18'
106'104'
106'
93'
22'
3'
5'22'
90'
103'
103'
107'
102'
101'
101'
102'
101'
107'
107'
101'
101'
108'
101'
101'
102'
101'
100'
104'
103'
102'
99'
99'
103'
103'
105'
105'
104'
97'
98'
104'10
0'
100'
104'
104'
101'
108'
102'
107'
100'98
'
104'
995
998
993
1,779 SF0.04 AC
1,847 SF0.04 AC
396,513 SF9.10 AC
2,805 SF0.06 AC
1,808 SF0.04 AC1,808 SF0.04 AC
1,811 SF0.04 AC
2,822 SF0.06 AC
2,830 SF0.06 AC
1,822 SF0.04 AC
1,826 SF0.04 AC
1,828 SF0.04 AC
1,831 SF0.04 AC
2,855 SF0.07 AC
2,868 SF0.07 AC
1,851 SF0.04 AC
1,857 SF0.04 AC
1,863 SF0.04 AC
1,869 SF0.04 AC
2,918 SF0.07 AC
2,967 SF0.07 AC
1,915 SF0.04 AC
1,921 SF0.04 AC
1,927 SF0.04 AC
1,933 SF0.04 AC
3,017 SF0.07 AC
1,927 SF0.04 AC
1,876 SF0.04 AC
1,816 SF0.04 AC
1,869 SF0.04 AC
2,811 SF0.06 AC
1,863 SF0.04 AC
2,795 SF0.06 AC
2,886 SF0.07 AC
1,788 SF0.04 AC
2,869 SF0.07 AC
1,781 SF0.04 AC
1,845 SF0.04 AC
1,836 SF0.04 AC
1,774 SF0.04 AC
2,940 SF0.07 AC
1,829 SF0.04 AC
1,766 SF0.04 AC
1,882 SF0.04 AC
1,822 SF0.04 AC
2,710 SF0.06 AC
75 74 73 72 71 70 69 68 67 66 65 64 63 62 61 60 59 58 57 56 55 997
7987
8088
8189
8290
8391
99484
92
7785
93
7886
94
76
20' REAR SETBACK (TYP)
20' SETBACK (TYP)
BROOKSIDE RESERVE ROAD
FISH
ING
POND
LANE
15.5'
20'PARKING SETBACK
5'(TYP)
20'PARKING SETBACK
20'PARKING SETBACK
545'
384'
10'
10'
10'(TYP)
10'
10'
10'
20'
20'
22'9'
18'
R5'R48'
PROPOSED AMENITY AREA
13
7 S
W
ilm
in
gto
n S
tre
et | S
uite
2
00
| R
ale
ig
h, N
C 2
76
01
| t: 9
19
.4
69
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34
0 | lice
nse
#
: C
-0
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2 | w
ww
.w
ith
ersrav
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Revisions
u:\1
9\1
9-0
02
0\1
90
02
8-p
on
de
ro
sa - kb
h
om
e\C
AD
\d
raw
in
g se
ts\site
p
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\C
2.1
S
ub
div
isio
n P
lan
.d
wg- F
rid
ay
, A
ug
ust 1
4, 2
02
0 1
2:1
9:3
6 P
M - D
EC
IC
CO
, JU
LIE
Sheet No.
Designer
Drawn By
Date
Job No.
With
ersR
av
en
el
En
gin
ee
rs | P
la
nn
ers
PR
EL
IM
IN
AR
Y S
UB
DIV
IS
IO
N
PL
AN
S F
OR
RIC
HL
AN
D R
ES
ER
VE
RA
LE
IG
H, N
C
09190028.00
01/23/2020
WR
WR
1 PER COR COMMENTS 07/21/20
2 PER COR COMMENTS 08/14/20
PRELIMINARY
NOT APPROVED FOR
CONSTRUCTION
R
SU
BD
IV
IS
IO
N P
LA
N
C2.2
MATC
HLIN
E - S
EE S
HEET
C2.1
1 inch = 40 ft.
40
GRAPHIC SCALE
0 20 40 80