ss capital blvd/us 1 · sub-0002-2020 per wake county deeds, parcel addresses 10813 and 10815 are...

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GUY WIRE GW

UTILITY POLE PP

TELEPHONE PEDESTAL TLP

ELECTRIC TRANSFORMERE TRANS

WATER VALVE WV

S1SINGLE POLE SIGN

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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



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:

[email protected]

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

[email protected].

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

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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

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DB 2828 PG 6PIN 1739.57-4297

NRBNRB

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NRB

NRB

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NRBNRB

UGE

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FISHING POND LANESCM

100' CITY OFRALEIGH

GREENWAYEASEMENT

BROOKSIDE RESERVE ROAD

TREE CONSERVATION AREASEE SHEET L1.0

SHEET C2.1

SHEET C2.2

NRBNRB

NRB

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100' CITY OFRALEIGH

GREENWAYEASEMENT

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09190028.00

01/23/2020

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1 PER COR COMMENTS 07/21/20


PRELIMINARY

NOT APPROVED FOR

CONSTRUCTION

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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


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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


626.046'

569.5'

10'

10'

6'

13

7 S

W

ilm

in

gto

n S

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Revisions

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Sheet No.

Designer

Drawn By

Date

Job No.

With

ersR

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el

En

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la

nn

ers

PR

EL

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IN

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UB

DIV

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AN

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RIC

HL

AN

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H, N

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09190028.00

01/23/2020

WR

WR



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


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



R28'(TYP)


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)


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

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h, N

C 2

76

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Revisions

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, A

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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



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

ss capital blvd/us 1 · sub-0002-2020 per wake county deeds, parcel addresses 10813 and 10815 are...

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