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Town
home
Site
2Ra
leigh
, NC
East
Colle
ge P
ark
CORHN-16074 DATE
Prelim. Subdivision Plan 09.07.2018
. .
. .
. .
. .
1st Review Comments 10.25.2018
. .
. .
. .
. .
. .
0.0
CONTENT:
CHECKED BY:
DRAWN BY:
PROJECT:
ISSUE:
REVISIONS:
JH, SB, CHK
KT
COVER
.
.
.
FOR REVIEW ONLYNOT FOR
CONSTRUCTION
PRELIMINARY
C20
18JD
AVIS
ARC
HITE
CTS
EXP
RESS
LY R
ESER
VES
ITS
COM
MON
LAW
COP
YRIG
HT A
ND O
THER
PRO
PERT
Y R
IGHT
S IN
THE
SE P
LANS
. TH
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PLA
NS A
RE N
OT T
O B
E R
EPRO
DUCE
D, C
HANG
ED O
R C
OPIE
D IN
ANY
FOR
M O
R M
ANNE
R W
HATS
OEVE
R, N
OR A
RE T
HEY
TO
BE
ASS
IGNE
D T
O A
NY T
HIRD
PAR
TY W
ITHO
UT F
IRST
OBT
AINI
NG T
HE E
XPRE
SSED
WRI
TTEN
PER
MISS
ION
AND
CON
SENT
OF
JDAV
IS A
RCHI
TECT
S, P
LLC
Preliminary Subdivision Plan
Vicinity Map Project Team
Raleigh, North Carolina 27610
HORIZONTAL AND VERTICAL DATUM:NAD 83 F & NAVD 88 F
Application
General Notes
COVER 0.0EXISTING CONDITIONS PLAN C-1.0SUBDIVISION PLAN LS1.1UTILITY PLAN C-2.0GRADING AND STORMWATER PLAN C-3.0STORMWATER DETAILS C-4.0LANDSCAPE PLAN LP1.1LANDSCAPE DETAILS LP3.1
Sheet Index
1st Submittal: September 07, 2018
DEVELOPER:City of Raleigh & NeighborhoodsPO Box 590Raleigh, North Carolina 27602919-857-4344919-890-3919 (fax)[email protected]
CONSULTANTS:
Solid Waste Inspection Statement1. SOLID WASTE SERVICES ARE TO BE PROVIDED BY THE CITY OF RALEIGH AND COMPLY WITH SECTION B-1 AND A-8 OF THE SOLID WASTE MANUAL2. A GARBAGE AND RECYCLING CART CORRAL IS PROVIDED AT THE TERMINUS OF THE PARKING AISLE THAT HAS A DIRECT ACCESSIBLE ROUTE TO THE PUBLIC
RIGHT OF WAY FOR RESIDENTS TO ROLL THEIR GARBAGE AND RECYCLING CARTS OUT TO THE CURB.3. GARBAGE AND RECYCLING CARTS MUST BE ROLLED TO THE PUBLIC RIGHT OF WAY BY 7 AM ON COLLECTION DAYS.4. GARBAGE AND RECYCLING CARTS MUST BE 5' FROM MAILBOXES, UTILITY POLES, PARKED CARS, YARD WASTE CONTAINERS, OTHER ITEMS AND CANNOT
BLOCK THE DRIVEWAY CURB CUT.5. IT IS THE RESIDENTS RESPONSIBILITY TO RETURN THE GARBAGE AND RECYCLING CARTS TO THE CORRAL AFTER COLLECTION.6. RESIDENTS WHO ARE PHYSICALLY UNABLE AND DO NOT HAVE AN ABLE BODIED PERSON LIVING WITH THEM TO BRING GARBAGE AND RECYCLING CARTS TO
THE CURB FOR COLLECTION MAY QUALIFY FOR NEED ASSISTANCE COLLECTION. RESIDENTS MUST COMPLETE THE NEED ASSISTANCE ENROLLMENT FORM,WHICH INCLUDES A PHYSICIAN'S STATEMENT. RESIDENTS CAN OBTAIN AN ENROLLMENT FORM, CALL 919-996-3245 OR SEND AN EMAIL [email protected].
ArchitectJDavis Architects, PLLC510 South Wilmington StreetRaleigh, North Carolina 27601919-835-1500919-835-1510 (fax)[email protected]
Landscape ArchitectJDavis Architects, PLLC510 South Wilmington StreetRaleigh, North Carolina 27601919-835-1500919-835-1510 (fax)[email protected]
EngineerJohn A. Edwards & Co.300 Wade AvenueRaleigh, North Carolina 27605919-828-4428919-828-4711 (fax)[email protected]
SurveyorJohn A. Edwards & Co.300 Wade AvenueRaleigh, North Carolina 27605919-828-4428919-828-4711 (fax)[email protected]
SCALE: 1" = 500'
500' 250' 0 500'
S-46-18; TA #568964
510 S
outh W
ilm
ington S
treet | R
aleigh
, N
C 2
7601 | tel 919.835.1500
15
18
W
aln
ut S
t. S
uite
1
30
8 | P
hila
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, P
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.0
12
1
S-46
-18
TRAN
SACT
ION
NO: 5
6896
4 (Pr
elim.
Sub
divisi
on)
OWNER:City of RaleighPO Box 590Raleigh, North Carolina 27602919-857-4344919-890-3919 (fax)[email protected]
1. THE APPARATUS ROAD SURFACE IS REQUIRED TO BE WITHIN 200 FEET (NFPA 13R) OR 250 FEET (NFPA13) TO ALL PORTIONS OF THE EXTERIOR WALL OF THEFIRST FLOOR OF THE BUILDING (NCFC 503.1.1).
2. FIRE HYDRANT SHALL BE LOCATED WITHIN 400' AS MEASURED ALONG THE PATH OF APPARATUS ACCESS ROAD (NCFC 507.5.1).3. ALL NEW FIRE HYDRANTS SHALL BE EQUIPPED WITH NST THREADS AND WITH A 5 INCH STORZ CONNECTION.4. FIRE FLOW ANALYSIS MUST BE PROVED AT TIME OF BUILDING PERMITS PER THE 2012 NCFC, SECTION 507.3.
Know what's below.Call before you dig.
R
Fire Department Notes
East College Park
Townhome Site 2
N RA
LEIG
H BL
VD
BOYER STSUBJECT SITE
THE PROJECT WILL CONSIST OF THE CONSTRUCTION OF 5 TWO-STORY TOWNHOMES IN ONE BUILDING AND ASSOCIATED SITE WORK. THE TOWNHOMES WILL BEWOOD-FRAME CONSTRUCTION AND WILL BE PERMITTED UNDER THE NORTH CAROLINA RESIDENTIAL CODE. EACH TOWNHOME WILL SIT ON IT'S OWN LOT. SURFACEPARKING WILL BE PROVIDED IN A COMMON AREA.
THE FIRST FLOOR OF THE UNITS WILL CONTAIN A LIVING ROOM, DINING AREA, KITCHEN AND POWDER ROOM. THE SECOND FLOOR OF THE UNITS WILL CONTAINBEDROOMS AND BATHROOMS. ALL UNITS WILL BE TWO BEDROOM. UNITS. THE UNITS WILL BE APPROXIMATELY 33' DEEP. THE UNITS WILL RANGE IN SIZE FROM1,050 SF TO 1,450 SF.
EACH UNIT WILL HAVE A FRONT STOOP THAT ADDRESSES THE STREET. THE FIRST FLOOR FINISHED ELEVATION WILL BE LOCATED APPROXIMATELY 2' HIGHER THANTHE SIDEWALK ELEVATION. THERE WILL BE A PORCH OR DECK LOCATED ON THE REAR OF THE UNITS WHICH WILL ALSO SERVE AS THE UNIT ENTRY FROM THESURFACE PARKING LOT.
ADDITION OF A STOOP, PORCH, DECK WILL ADHERE TO BUILDING SETBACKS, AS PER UDO SEC. 1.5.4.D.
THE EXTERIOR FINISH MATERIALS WILL BE BRICK AND CEMENTITIOUS SIDING AND/ OR PANELS. THE ROOFS WILL BE PITCHED AND SURFACED WITH ASPHALTSHINGLES. THE TOWNHOMES WILL BE BUILT ABOVE CRAWL SPACES. BOTH LIVING LEVELS OF THE TOWNHOUSES WILL HAVE 9'-0” CEILINGS. THE OVERALL BUILDINGHEIGHT FROM AVERAGE GRADE TO RIDGE OF ROOF WILL BE APPROXIMATELY 36'-0”.
A SCREENED AREA WILL BE PROVIDED ON SITE FOR TRASH AND RECYCLING CARTS. ONE MAIL KIOSK WILL BE PROVIDED FOR USPS MAIL DELIVERY.
Architectural Description-TH Proj. Scope
1. ALL EXISTING PARCELS ARE LESS THAN 2 ACRES. NO TREE CONSERVATION IS REQUIRED PER UDO SEC. 9.1.2.
Tree Conservation Notes
NEW BERN AVE
N FI
SHER
ST
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH AND/OR NCDOT STANDARDS.2. THE CONTRACTOR SHALL CONDUCT THE WORK IN A SAFE MANNER AND WITH A MINIMUM AMOUNT OF INCONVENIENCE TO TRAFFIC.3. PRIOR TO CONSTRUCTION BEGINNING, ALL SIGNAGE AND TRAFFIC CONTROL SHALL BE IN PLACE.4. THE CONTRACTOR SHALL REPAIR ALL DAMAGED INFRASTRUCTURE IN THE RIGHT-OF-WAY AND RESTORE IT TO PREVIOUS OR BETTER CONDITION.5. THE CONTRACTOR SHALL REPAIR ANY DAMAGES TO ADJACENT PROPERTIES AND RESTORE IT TO PREVIOUS OR BETTER CONDITION. 6. IF UNFORESEEN CONDITIONS DEVELOP DURING CONSTRUCTION, REFER TO "CITY OF RALEIGH STREET DESIGN MANUAL" AND CONTACT THE
DEVELOPMENT SERVICES ENGINEERING INSPECTORS AT (919) 996-2409.7. 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 THISDEVELOPMENT.
8. FIELD ADJUSTMENTS TO THIS PLAN MAY BE REQUIRED BY CITY OF RALEIGH INSPECTOR AS NEEDED DURING CONSTRUCTION.9. ALL SURVEY INFORMATION PROVIDED TO JDAVIS ARCHITECTS BY JOHN A. EDWARDS AND COMPANY IN RALEIGH, NORTH CAROLINA IN DIGITAL
FORMAT IN AUGUST, 2017, AND SUPPLEMENTAL INFORMATION WAS OBTAINED FROM WAKE COUNTY GIS IN JANUARY, 2018.10. WITHIN THE SIGHT TRIANGLES SHOWN ON THIS PLAN, WITHIN THE SIGHT TRIANGLES SHOWN ON THIS PLAN, THERE SHALL BE NO SIGHT OBSTRUCTING
OR PARTLY OBSTRUCTING WALL, FENCE, SIGN, FOLIAGE, BEARMS, OR PARKED VEHICLES BETWEEN THE HEIGHTS OF 24 INCHES AND EIGHT FEETABOVE THE CURB LINE ELEVATION OR THE NEAREST TRAVELED WAY IF NOT CURBING EXISTS.
11. UNLESS NOTED, ACCESS ROUTE FOR EMERGENCY VEHICLES SHALL PROVIDE AN INSIDE TURNING RADIUS OF 28' MINIMUM.12. UNLESS NOTED, ALL DIMENSIONS SHOWN ARE TO BACK OF CURB.13. TRASH AND CARDBOARD DUMPSTER(S) ENCLOSURE SHALL COMPATIBLE WITH MATERIAL AND/OR COLOR OF THE PRINCIPAL BUILDING.14. GROUND-MOUNTED MECHANICAL EQUIPMENT MUST ADHERE TO THE SCREENING REQUIREMENTS OF SEC 7.2.5.D.4 AND IS NOT ONLY LIMITED TO
BEING VISIBLE FROM THE PUBLIC RIGHT OF WAY.15. 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.16. 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.
17. PROVIDE SIGNAGE AND STRIPING OF HANDICAP SPACES AS PER ADA STANDARDS.18. ALL RETAINING WALLS GREATER THAN 30" IN HEIGHT TO INCLUDE SAFETY RAIL OR FENCE.19. THE MINIMUM CORNER CLEARANCE FROM THE CURB LINE OF INTERSECTING STREETS SHALL BE AT LEAST 20 FEET FROM THE POINT OF TANGENCY
OF THE CURB. NO DRIVEWAYS SHALL ENCROACH ON THIS MINIMUM CORNER CLEARANCE.
20. WC ACCESS RAMPS WILL BE PROVIDED IN ACCORDANCE WITH CITY OF RALEIGH PUBLIC WORKS DEPARTMENT STANDARDS, PROWAG STANDARDSAND ADAAG SPECIFICATIONS
21. ALL RAMPS AND HANDRAILS SHALL BE CONFORM TO ANSI, NCSBC, AND ICC STANDARDS AND SPECIFICATIONS.22. 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.23. GENERAL UTILITY PLACEMENT EASEMENT IS FOR INSTALLATION OF PRIVATE UTILITIES.24. REQUIRED PARKING FOR AN AFFORDABLE HOUSING DEVELOPMENT MAY BE REDUCED TO A RATE OF ONE (1) PARKING SPACE FOR EACH UNIT AS PER
UDO SEC 7.1.4.B.
NOTE: ELEVATIONS WILL BE REVIEWED FOR BUILDING HEIGHT COMPLIANCE PRIOR TO ISSUANCE OF ABUILDING PERMIT.
NEW BERN AVE
WAL
DROP
ST
N CA
RVER
STMA
PLE
ST
PENDER ST
S RA
LEIG
H BL
VD
POOLE RD
OAKWOOD AVE
0.08 AC
1.35 AC
Reference: MI-29-17
P:\L
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0.0
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31/2
018
12:0
3:41
PM
, 1:1
1612
L646
L663
50.00'(R/W)
50.0
0'(R
/W)
N01° 4
3' 03"E
39.7
5'
N01° 43' 03"E
0.25'
N01° 4
3' 03"E
39.8
7'
N01° 43' 03"E
0.49'
N01° 4
3' 03"E
28.1
8'
N01° 43' 03"E
11.82'
S49° 36' 28"E
80.51'
S01° 47' 39"W
2.25'
S01° 4
7' 39"W
106.2
8'
N01° 43' 03"E
5.35'N89° 43' 21"E
9.45'
S88° 14' 55"E
106.50'
C1
C2
S88° 14' 55"E
150.66'
EAST COLLEGE PARK
TOWNHOME SITE 2RALEIGH, NC
S-46-18
TRANS # 568964
THE CITY OF
RALEIGH
Project
Drawing
Title
Seals
Client
Approvals
Revisions
Number Description Date
Drawn By
Checked By
Date Issued of
JOHN A. EDWARDS & COMPANYConsulting Engineers
and Land Surveyors
NC License F-0289
333 Wade Ave., Raleigh, N.C. 27605
Phone: (919) 828-4428
Fax: (919) 828-4711
E-mail: [email protected]
www.jaeco.com
Drawing Scale
C-1.0
OHP OHP
M
VINICITY MAPNOT TO SCALE
SITE
EXISTING CONDITIONS/
DEMOLITION PLAN
LOT 61N/F
RONALD F MCCRAYPIN# 1713-06-49-4456
DB 3174, PG 427
LOT 287N/F
CITY OF RALEIGHPIN# 1713-06-49-1622
DB 10843, PG 550BM 2017, PG 1864 - 1874
LOT 288CITY OF RALEIGH
PIN# 1713-06-49-1528DB 10843, PG 697
BM 2017, PG 1864 - 1874
LOT 53N/F
CITY OF RALEIGHPIN# 1713-06-49-3603
DB 11916, PG 2056BM 2017, PG 1864 - 1874
LOT 55N/F
CITY OF RALEIGHPIN# 1713-06-49-3509
DB 15876, PG 855BM 2017, PG 1864 - 1874
LOT 64N/F
CITY OF RALEIGHPIN# 1713-06-49-3385
DB 10940, PG 1469BM 2017,
PG 1864 - 1874
LOT 36AN/F
LOTTIE ROLLINS DUNSTONPIN# 1713-06-49-4376
DB 1539, PG 241
N. F
ISH
ER
ST
RE
ET
(50'
PU
BL
IC R
/W)
BOYER STREET(50' PUBLIC R/W)
BOY
ER STR
EET
(50' PUBLIC
R/W
)
DB 14244, PG 1462
PIN# 1713-06-49-1510
BEVERLY L SMITH
MICHAEL A NEWKIRK &
N/F
LOT 314
PIN# 1713-06-49-4556CURTIS ANDERSON
N/F
LOT 56
PIN# 1713-06-49-4556CURTIS ANDERSON
N/F
LOT 58
DB 11589, PG 211 - BM 1925, PG 5PIN# 1713-06-49-4550
HAROLD RAMCHARAN & LISA A STAPLESN/F
LOT 60
DB 1151, PG 325PIN# 1713-06-49-4461
LOTTIE ROLLINS DUNSTONN/F
LOT 62
DB 10768, PG 1425PIN# 1713-06-49-1324
ALFREDA L CLINKSCALEGLORIA C EVANS &
N/F
LOT 63N/F LOTTIE ROLLINS DUNSTON
PIN# 1713-06-49-4461 - DB 1151, PG 325
R-10
RX-3
R-1
0
RX
-3
RX-3
R-10
RX-3
LOT 2N/F
CITY OF RALEIGHPIN# 1713-06-49-1551
BM 2017, PG 1864 - 1874
LOT 1N/F
CITY OF RALEIGH
PIN# 1713-06-49-3511
BM 2017, PG 1864 - 1874
ZONING LINE
LOT 2CITY OF RALEIGH
PIN# 1713-06-49-3412
BM 2017, PG 1864 - 1874
LOT 3CITY OF RALEIGH
PIN# 1713-06-49-3337
BM 2017, PG 1864 - 1874
THIS SECTION OF
CURB AND GUTTER
TO BE REMOVED
EX FH TO BE
RELOCATED
BOYER STREETEX. 50' PUBLIC RIGHT OF WAY
NEIGHBORHOOD STREET
N FI
SHER
STR
EET
EX. 5
0' PU
BLIC
RIG
HT O
F W
AYNE
IGHB
ORHO
OD S
TREE
T(P
RIMA
RY S
TREE
T)
ZONING: R-10ZONING: RX-3
BOYER STREET
EX. 50' PUBLIC RIGHT OF WAY
NEIGHBORHOOD STREET
PROPBLDG
OAA2,682 Sq Ft0.062 AC
BOYER STREET EXTENSION50' PUBLIC RIGHT OF WAYNEIGHBORHOOD STREET
LOT 3
LOT 2
LOT 1
LOT 4
LOT 5
LOT 6COMMON
AREA
W
N. FISHER ST - 50' PUBLIC R/W(LOOKING NORTH)
BOYER ST - 50' PUBLIC R/W(LOOKING WEST)
OAA2,682 Sq Ft0.062 AC
LOT 3
LOT 2
LOT 1
LOT 4
LOT 5
LOT 6COMMON
AREA
W
LS1.1
CONTENT:
CHECKED BY:
DRAWN BY:
PROJECT:
ISSUE:
REVISIONS:
NAD 83 F & NAVD 88 F
S-46
-18
TRAN
SACT
ION
NO: 5
6896
4 (Pr
elim.
Sub
divisi
on)
S-46-18
KT, SB, CHK
KT
SUBDIVISION PLAN
.
.
.
FOR REVIEW ONLYNOT FOR
CONSTRUCTION
PRELIMINARY
C20
18JD
AVIS
ARC
HITE
CTS
EXP
RESS
LY R
ESER
VES
ITS
COM
MON
LAW
COP
YRIG
HT A
ND O
THER
PRO
PERT
Y R
IGHT
S IN
THE
SE P
LANS
. TH
ESE
PLA
NS A
RE N
OT T
O B
E R
EPRO
DUCE
D, C
HANG
ED O
R C
OPIE
D IN
ANY
FOR
M O
R M
ANNE
R W
HATS
OEVE
R, N
OR A
RE T
HEY
TO
BE
ASS
IGNE
D T
O A
NY T
HIRD
PAR
TY W
ITHO
UT F
IRST
OBT
AINI
NG T
HE E
XPRE
SSED
WRI
TTEN
PER
MISS
ION
AND
CON
SENT
OF
JDAV
IS A
RCHI
TECT
S, P
LLC
20' 10' 0 20' 40'
SCALE: 1" = 20'
SUBDIVISION PLAN
Know what's below.Call before you dig.
R
510 S
outh W
ilm
ington S
treet | R
aleigh
, N
C 2
7601 | tel 919.835.1500
15
18
W
aln
ut S
t. S
uite
1
30
8 | P
hila
de
lp
hia
, P
A 1
91
02
| te
l 2
15
.5
45
.0
12
1
Town
home
Site
2Ra
leigh
, NC
2761
0
East
Colle
ge P
ark
CORHN-16074 DATE
Preliminary Subdivision 09.07.2018
. .
. .
. .
. .
1st Review Comments 10.31.2018
. .
. .
. .
. .
. .
3ROAD SECTIONSSCALE: 1" = 30'
LEGEND:
EX. FIRE HYDRANTPROJECT BOUNDARYEX. PROP. LINE TO BE ABANDONEDEX. ADJACENT PROPERTY LINEEX. RIGHT OF WAY LINEEX. EASEMENTEX. OVERHEAD UTILITYPROP. LOT LINEPROP. SETBACK/BUILD-TOPROP. GENERAL UTILITY PLACEMENT EASEMENTPROP. PRIVATE STORM DRAINAGE EASEMENT
HC RAMPS:
1. ALL HC RAMPS TO BE FIELD ADJUSTED WITH INPUT FROMTHE CITY OF RALEIGH FIELD INSPECTOR PRIOR TOINSTALLATION.
2. POWER POLES WHICH CONFLICT WITH FIELD LOCATED HCRAMPS ARE TO BE RELOCATED BY APPROPRIATE UTILITYCOMPANY.
PROPOSED AMENITY AREA
PROPOSED CONCRETE SIDEWALK
ARCHITECTURAL DESCRIPTION - TOWNHOUSE PROJECT SCOPE:
THE PROJECT WILL CONSIST OF THE CONSTRUCTION OF 5 TWO-STORYTOWNHOMES IN ONE BUILDING AND ASSOCIATED SITE WORK. THE TOWNHOMESWILL BE WOOD-FRAME CONSTRUCTION AND WILL BE PERMITTED UNDER THE NORTHCAROLINA RESIDENTIAL CODE. EACH TOWNHOME WILL SIT ON IT'S OWN LOT.SURFACE PARKING WILL BE PROVIDED IN A COMMON AREA.
THE FIRST FLOOR OF THE UNITS WILL CONTAIN A LIVING ROOM, DINING AREA,KITCHEN AND POWDER ROOM. THE SECOND FLOOR OF THE UNITS WILL CONTAINBEDROOMS AND BATHROOMS. ALL UNITS WILL BE TWO BEDROOM. UNITS. THEUNITS WILL BE APPROXIMATELY 33' DEEP. THE UNITS WILL RANGE IN SIZE FROM1,050 SF TO 1,450 SF.
EACH UNIT WILL HAVE A FRONT STOOP THAT ADDRESSES THE STREET. THE FIRSTFLOOR FINISHED ELEVATION WILL BE LOCATED APPROXIMATELY 2' HIGHER THANTHE SIDEWALK ELEVATION. THERE WILL BE A PORCH OR DECK LOCATED ON THEREAR OF THE UNITS WHICH WILL ALSO SERVE AS THE UNIT ENTRY FROM THESURFACE PARKING LOT.
ADDITION OF A STOOP, PORCH, DECK WILL ADHERE TO BUILDING SETBACKS, AS PERUDO SEC. 1.5.4.D.
THE EXTERIOR FINISH MATERIALS WILL BE BRICK AND CEMENTITIOUS SIDINGAND/ OR PANELS. THE ROOFS WILL BE PITCHED AND SURFACED WITH ASPHALTSHINGLES. THE TOWNHOMES WILL BE BUILT ABOVE CRAWL SPACES. BOTH LIVINGLEVELS OF THE TOWNHOUSES WILL HAVE 9'-0” CEILINGS. THE OVERALL BUILDINGHEIGHT FROM AVERAGE GRADE TO RIDGE OF ROOF WILL BE APPROXIMATELY 36'-0”.
A SCREENED AREA WILL BE PROVIDED ON SITE FOR TRASH AND RECYCLING CARTS. ONE MAIL KIOSK WILL BE PROVIDED FOR USPS MAIL DELIVERY.
BUILDING SETBACK NOTE:
1. BUILDING SETBACK TO BE DETERMINED WITH THE PLOTPLAN/BUILIDNG PERMIT APPLICATION AS THEY RELATE TO EACHLOT. 16' MIN. WHITE VINYL SOLID FENCE FOR TRASH AREA
SCALE: NTS
G E N E R A L N O T E S1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH AND/OR NCDOT STANDARDS.2. THE CONTRACTOR SHALL CONDUCT THE WORK IN A SAFE MANNER AND WITH A MINIMUM AMOUNT OF INCONVENIENCE TO TRAFFIC.3. PRIOR TO CONSTRUCTION BEGINNING, ALL SIGNAGE AND TRAFFIC CONTROL SHALL BE IN PLACE.4. THE CONTRACTOR SHALL REPAIR ALL DAMAGED INFRASTRUCTURE IN THE RIGHT-OF-WAY AND RESTORE IT TO PREVIOUS OR BETTER CONDITION.5. THE CONTRACTOR SHALL REPAIR ANY DAMAGES TO ADJACENT PROPERTIES AND RESTORE IT TO PREVIOUS OR BETTER CONDITION. 6. IF UNFORESEEN CONDITIONS DEVELOP DURING CONSTRUCTION, REFER TO "CITY OF RALEIGH STREET DESIGN MANUAL" AND CONTACT THE DEVELOPMENT
SERVICES ENGINEERING INSPECTORS AT (919) 996-2409.7. 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.8. FIELD ADJUSTMENTS TO THIS PLAN MAY BE REQUIRED BY CITY OF RALEIGH INSPECTOR AS NEEDED DURING CONSTRUCTION.9. ALL SURVEY INFORMATION PROVIDED TO JDAVIS ARCHITECTS BY JOHN A. EDWARDS AND COMPANY IN RALEIGH, NORTH CAROLINA IN DIGITAL FORMAT IN AUGUST,
2017, AND SUPPLEMENTAL INFORMATION WAS OBTAINED FROM WAKE COUNTY GIS IN JANUARY, 2018.10. WITHIN THE SIGHT TRIANGLES SHOWN ON THIS PLAN, THERE SHALL BE NO SIGHT OBSTRUCTING OR PARTLY OBSTRUCTING WALL, FENCE, SIGN, FOLIAGE, BEARMS,
OR PARKED VEHICLES BETWEEN THE HEIGHTS OF 24 INCHES AND EIGHT FEET ABOVE THE CURB LINE ELEVATION OR THE NEAREST TRAVELED WAY IF NOT CURBINGEXISTS.
11. UNLESS NOTED, ACCESS ROUTE FOR EMERGENCY VEHICLES SHALL PROVIDE AN INSIDE TURNING RADIUS OF 28' MINIMUM.12. UNLESS NOTED, ALL DIMENSIONS SHOWN ARE TO BACK OF CURB.13. TRASH AND CARDBOARD DUMPSTER(S) ENCLOSURE SHALL COMPATIBLE WITH MATERIAL AND/OR COLOR OF THE PRINCIPAL BUILDING.14. GROUND-MOUNTED MECHANICAL EQUIPMENT MUST ADHERE TO THE SCREENING REQUIREMENTS OF SEC 7.2.5.D.4 AND IS NOT ONLY LIMITED TO BEING VISIBLE
FROM THE PUBLIC RIGHT OF WAY.15. 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.16. 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.17. PROVIDE SIGNAGE AND STRIPING OF HANDICAP SPACES AS PER ADA STANDARDS.18. ALL RETAINING WALLS GREATER THAN 30" IN HEIGHT TO INCLUDE SAFETY RAIL OR FENCE.19. THE MINIMUM CORNER CLEARANCE FROM THE CURB LINE OF INTERSECTING STREETS SHALL BE AT LEAST 20 FEET FROM THE POINT OF TANGENCY OF THE CURB.
NO DRIVEWAYS SHALL ENCROACH ON THIS MINIMUM CORNER CLEARANCE.
20. WC ACCESS RAMPS WILL BE PROVIDED IN ACCORDANCE WITH CITY OF RALEIGH PUBLIC WORKS DEPARTMENT STANDARDS, PROWAG STANDARDS AND ADAAGSPECIFICATIONS
21. ALL RAMPS AND HANDRAILS SHALL BE CONFORM TO ANSI, NCSBC, AND ICC STANDARDS AND SPECIFICATIONS.22. 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.23. GENERAL UTILITY PLACEMENT EASEMENT IS FOR INSTALLATION OF PRIVATE UTILITIES.24. REQUIRED PARKING FOR AN AFFORDABLE HOUSING DEVELOPMENT MAY BE REDUCED TO A RATE OF ONE (1) PARKING SPACE FOR EACH UNIT AS PER UDO SEC
7.1.4.B.
RIGHT OF WAY OBSTRUCTION NOTES1. STREET, LANE, AND SIDEWALK CLOSURES OR DETOURS: PRIOR TO ANY WORK THAT IMPACTS THE RIGHT-OF-WAY OR CLOSING OF ANY STREET, LANE, OR
SIDEWALK, THE CONTRACTOR MUST APPLY FOR A PERMIT WITH RIGHT-OF-WAY SERVICES.2. A PERMIT REQUEST WITH A TRAFFIC CONTROL AND/OR PEDESTRIAN PLAN SHALL BE SUBMITTED TO [email protected] AT
WWW.RALEIGHNC.GOV KEYWORD “RIGHT-OF-WAY SERVICES.3. PRIOR TO THE START OF WORK, THE CLIENT SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE ENGINEERING INSPECTIONS COORDINATOR TO REVIEW
THE SPECIFIC COMPONENTS OF THE APPROVED PLAN, AND ENSURE ALL PERMITS ARE ISSUED.4. THE CITY OF RALEIGH REQUIRES AN APPROVED RIGHT-OF-WAY OBSTRUCTION PERMIT FOR WORK ON ANY PUBLIC STREET OR SIDEWALK AND NCDOT ROAD WITHIN
RALEIGH’S JURISDICTION.5. ALL TRAFFIC CONTROL SIGNAGE AND PRACTICES SHALL ADHERE TO THE MANUAL ON UNIFORM TRAFFIC CONTROL, AND THE LATEST EDITION OF THE
NCDOT “STANDARD SPECIFICATION FOR ROADWAY STRUCTURES”, NCDOT “ROADWAY STANDARD DRAWING MANUAL”, AND THE NCDOT SUPPLEMENT TO THEMUTCD.
6. ALL PUBLIC SIDEWALKS MUST BE ACCESSIBLE TO PEDESTRIANS WHO ARE VISUALLY IMPAIRED AND/OR PEOPLE WITH MOBILITY CONCERNS. EXISTING ANDALTERNATIVE PEDESTRIAN ROUTES DURING CONSTRUCTION SHALL BE REQUIRED TO BE COMPLIANT WITH THE PUBLIC RIGHTS OF WAY ACCESSIBILITY GUIDELINES(PROWAG), THE ADA STANDARDS FOR ACCESSIBLE DESIGN AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
7. ALL PERMITS MUST BE AVAILABLE AND VISIBLE ON SITE DURING THE OPERATION.8. PRIOR TO ANY WORK THAT IMPACTS THE RIGHT-OF-WAY OR CLOSING OF ANY STREET, LANE, OR SIDEWALK, THE CONTRACTOR MUST APPLY FOR A RIGHT-OF-WAY
PERMIT. A TRAFFIC CONTROL AND/OR PEDESTRIAN PLAN SHALL BE SUBMITTED TO [email protected] ALONG WITH THE APPLICATION.
SOLID WASTE INSPECTION STATEMENT:
1. SOLID WASTE SERVICES ARE TO BE PROVIDED BY THE CITY OF RALEIGH AND COMPLY WITH SECTION B-1 AND A-8OF THE SOLID WASTE MANUAL
2. A GARBAGE AND RECYCLING CART CORRAL IS PROVIDED AT THE TERMINUS OF THE PARKING AISLE THAT HAS ADIRECT ACCESSIBLE ROUTE TO THE PUBLIC RIGHT OF WAY FOR RESIDENTS TO ROLL THEIR GARBAGE ANDRECYCLING CARTS OUT TO THE CURB.
3. GARBAGE AND RECYCLING CARTS MUST BE ROLLED TO THE PUBLIC RIGHT OF WAY BY 7 AM ON COLLECTIONDAYS.
4. GARBAGE AND RECYCLING CARTS MUST BE 5' FROM MAILBOXES, UTILITY POLES, PARKED CARS, YARD WASTECONTAINERS, OTHER ITEMS AND CANNOT BLOCK THE DRIVEWAY CURB CUT.
5. IT IS THE RESIDENTS RESPONSIBILITY TO RETURN THE GARBAGE AND RECYCLING CARTS TO THE CORRAL AFTERCOLLECTION.
6. RESIDENTS WHO ARE PHYSICALLY UNABLE AND DO NOT HAVE AN ABLE BODIED PERSON LIVING WITH THEM TOBRING GARBAGE AND RECYCLING CARTS TO THE CURB FOR COLLECTION MAY QUALIFY FOR NEED ASSISTANCECOLLECTION. RESIDENTS MUST COMPLETE THE NEED ASSISTANCE ENROLLMENT FORM, WHICH INCLUDES APHYSICIAN'S STATEMENT. RESIDENTS CAN OBTAIN AN ENROLLMENT FORM, CALL 919-996-3245 OR SEND AN EMAILTO [email protected].
Lot Table
Lot #
1
3
4
5
6
2
Area (SF)
2344.08 SF
1594.46 SF
1594.46 SF
2903.33 SF
8849.57 SF
1594.45 SF
Area (AC)
0.054 AC
0.037 AC
0.037 AC
0.067 AC
0.203 AC
0.037 AC
2LOT AND EASEMENTSSCALE: 1" = 30'
Reference: MI-29-17
PROPOSED SIGHT EASEMENT
PROPOSED SLOPE EASEMENT
EXISTING CURB & GUTTER TO BEDEMOLISHED.
P:\L
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S
SS
S
BLDG 1TYPE VI
PROPOSED 4" PVC
SEWER SERVICE (TYP)
PROPOSED 3/4" CU
WATER SERVICE (TYP)
PROPOSED 4" PVC
SEWER SERVICE TO
EX SANITARY MANHOLE
PROPOSED 3/4" CU
WATER SERVICE (TYP)
PROP 5/8" WATER
METER (TYP)
PROP 4"
CLEANOUT
(TYP)
CONNECT PROP
SERVICE TO EX
WATER MAIN (TYP)
CONNECT PROP
SERVICE TO EX
SANITARY MAIN (TYP)
PROPOSED 20'
SEWER EASEMENT
PROPOSED 8" DIP
WATER LINE
8" TAPPING
SLEEVE AND
VALVE
W
RELOCATE EX FH
BEHIND SIDEWALK
RELOCATE EX GUY WIRE
PROPOSED PUBLIC WATERLINE
BOYER STREET EXTENSION
THRUST
BLOCK
BLOWOFF
VALVE
MANHOLE FOR
8" BLOWOFF
1" = 30' (HORIZONTAL)
1" = 3' (VERTICAL)
CONNECT PROPOSED 8"
DIP TO EXISTING 8"
WATER MAIN WITH TS&V
8
"
D
I
P
EXISTING
GRADE
PROPOSED
GRADE
4' MIN
PR
OP
ER
TY
L
IN
E
PROP STORM
CROSSING (18"
VERTICAL CLEAR)
EAST COLLEGE PARK
TOWNHOME SITE 2
RALEIGH, NC
S-46-18
TRANS # 568964
THE CITY OF
RALEIGH
Project
Drawing
Title
Seals
Client
Approvals
Revisions
Number Description Date
Drawn By
Checked By
Date Issued of
JOHN A. EDWARDS & COMPANY
Consulting Engineers
and Land Surveyors
NC License F-0289
333 Wade Ave., Raleigh, N.C. 27605
Phone: (919) 828-4428
Fax: (919) 828-4711
E-mail: [email protected]
www.jaeco.com
Drawing Scale
C-2.0
PLAN
UTILITY
OHP OHP
S
MT
STANDARD UTILITY NOTES (as applicable):1. All materials & construction methods shall be in accordance with City of Raleigh design standards, details &
specifications (reference: CORPUD Handbook, current edition)2. Utility separation requirements:
a) A distance of 100' shall be maintained between sanitary sewer & any private or public water supplysource such as an impounded reservoir used as a source of drinking water. If adequate lateral separationcannot be achieved, ferrous sanitary sewer pipe shall be specified & installed to waterline specifications.However, the minimum separation shall not be less than 25' from a private well or 50' from a public well
b) When installing water &/or sewer mains, the horizontal separation between utilities shall be 10'. If thisseparation cannot be maintained due to existing conditions, the variation allowed is the water main in aseparate trench with the elevation of the water main at least 18” above the top of the sewer & must beapproved by the Public Utilities Director. All distances are measured from outside diameter to outsidediameter
c) Where it is impossible to obtain proper separation, or anytime a sanitary sewer passes over a watermain,DIP materials or steel encasement extended 10' on each side of crossing must be specified & installed towaterline specifications
d) 5.0' minimum horizontal separation is required between all sanitary sewer & storm sewer facilities,unless DIP material is specified for sanitary sewer
e) Maintain 18” min. vertical separation at all watermain & RCP storm draincrossings; maintain 24” min. vertical separation at all sanitary sewer & RCP storm draincrossings. Where adequate separations cannot be achieved, specify DIP materials & a concrete cradlehaving 6” min. clearance (per CORPUD details W-41 & S-49)
f) All other underground utilities shall cross water & sewer facilities with 18” min. vertical separationrequired
3. Any necessary field revisions are subject to review & approval of an amended plan &/or profile by the Cityof Raleigh Public Utilities Department prior to construction
4. Contractor shall maintain continuous water & sewer service to existing residences & businesses throughoutconstruction of project. Any necessary service interruptions shall be preceded by a 24 hour advance notice tothe 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 allreuse mains
6. It is the developer's responsibility to abandon or remove existing water & sewer services not being used inredevelopment of a site unless otherwise directed by the City of Raleigh Public Utilities Department. Thisincludes abandoning tap at main & removal of service from ROW or easement per CORPUD Handbookprocedure
7. Install ¾” copper* water services with meters located at ROW or within a 2'x2' Waterline Easementimmediately adjacent. NOTE: it is the applicant'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 cleanouts located at ROW or easementline & spaced every 75 linear feet maximum
9. Pressure reducing valves are required on all water services exceeding 80 psi; backwater valves are required onall sanitary sewer services having building drains lower than 1.0' above the next upstream manhole
10. All environmental permits applicable to the project must be obtained from NCDWQ, USACE &/or FEMAfor any riparian buffer, wetland &/or floodplain impacts (respectively) prior to construction.
11. NCDOT / Railroad Encroachment Agreements are required for any utility work (including main extensions& service taps) within state or railroad ROW prior to construction
12. Grease Interceptor / Oil Water Separator sizing calculations & installation specifications shall be approvedby the CORPUD FOG Program Coordinator prior to issuance of a Building Permit. Contact Tim Beasley at(919) 996-2334 or [email protected] for more information
13. Cross-connection control protection devices are required based on degree of health hazard involved as listedin Appendix-B of the Rules Governing Public Water Systems in North Carolina. These guidelines are theminimum requirements. The devices shall meet American Society of Sanitary Engineering (ASSE) standardsor be on the University of Southern California approval list. The devices shall be installed and tested(both initial and periodic testing thereafter) in accordance with the manufacturer's recommendations orthe local cross-connection control program, whichever is more stringent. Contact Joanie Hartleyat (919) 996-5923 or [email protected] for more information
LOT 61
N/F
RONALD F MCCRAY
PIN# 1713-06-49-4456
DB 3174, PG 427
LOT 288
CITY OF RALEIGH
PIN# 1713-06-49-1528
DB 10843, PG 697
BM 2017, PG 1864 - 1874
LOT 55
N/F
CITY OF RALEIGH
PIN# 1713-06-49-3509
DB 15876, PG 855
BM 2017, PG 1864 - 1874
LOT 36A
N/F
LOTTIE ROLLINS DUNSTON
PIN# 1713-06-49-4376
DB 1539, PG 241
N. F
ISH
ER
ST
RE
ET
(50'
PU
BL
IC R
/W)
BOYER STREET(50' PUBLIC R/W)
BOYER STREET
(50' PUBLIC R/W)
DB 14244, PG 1462
PIN# 1713-06-49-1510
BEVERLY L SMITH
MICHAEL A NEWKIRK &
N/F
LOT 314
PIN# 1713-06-49-4556
CURTIS ANDERSON
N/F
LOT 56
PIN# 1713-06-49-4556
CURTIS ANDERSON
N/F
LOT 58
DB 11589, PG 211 - BM 1925, PG 5
PIN# 1713-06-49-4550
HAROLD RAMCHARAN & LISA A STAPLES
N/F
LOT 60
DB 1151, PG 325
PIN# 1713-06-49-4461
LOTTIE ROLLINS DUNSTON
N/F
LOT 62
DB 10768, PG 1425
PIN# 1713-06-49-1324
ALFREDA L CLINKSCALE
GLORIA C EVANS &
N/F
LOT 63
N/F LOTTIE ROLLINS DUNSTON
PIN# 1713-06-49-4461 - DB 1151, PG 325
LOT 2
N/F
CITY OF RALEIGH
PIN# 1713-06-49-1551
BM 2017, PG 1864 - 1874
LOT 2
CITY OF RALEIGH
PIN# 1713-06-49-3412
BM 2017, PG 1864 - 1874
LOT 3
CITY OF RALEIGH
PIN# 1713-06-49-3337
BM 2017, PG 1864 - 1874
THRUST BLOCK
BLOWOFF VALVE
PROPOSED
MANHOLE FOR
BLOWOFF
BOYER STREETEX. 50' PUBLIC RIGHT OF WAY
NEIGHBORHOOD STREET
N FI
SHER
STR
EET
EX. 5
0' PU
BLIC
RIG
HT O
F W
AYNE
IGHB
ORHO
OD S
TREE
T(P
RIMA
RY S
TREE
T)
ZONING: R-10ZONING: RX-3
BOYER STREET
EX. 50' PUBLIC RIGHT OF WAY
NEIGHBORHOOD STREET
PROPBLDG
OAA2,682 Sq Ft0.062 AC
BOYER STREET EXTENSION50' PUBLIC RIGHT OF WAYNEIGHBORHOOD STREET
LOT 3
LOT 2
LOT 1
LOT 4
LOT 5
LOT 6COMMON
AREA
W
Town
home
Site
2Ra
leigh
, NC
2761
0
East
Colle
ge P
ark
CORHN-16074 DATE
Preliminary Subdivision 09.07.2018
. .
. .
. .
. .
1st Review Comments 10.31.2018
. .
. .
. .
. .
. .
LP1.1
CONTENT:
CHECKED BY:
DRAWN BY:
PROJECT:
DATE
ISSUE:
REVISIONS:
SB, CK
KT
LANDSCAPE PLAN
.
.
.
FOR REVIEW ONLYNOT FOR
CONSTRUCTION
PRELIMINARY
C20
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EXP
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ESER
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COM
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THE
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LANDSCAPE PLAN
510 S
outh W
ilm
ington S
treet | R
aleigh
, N
C 2
7601 | tel 919.835.1500
15
18
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S-46
-18
TRAN
SACT
ION
NO: 5
6896
4 (Pr
elim.
Sub
divisi
on)
NS
AB WILDFIRE BLACK GUMNYSSA SYLVATICA 'WILDFIRE'
TREES
SHRUBS
ICBN ILEX CORNUTA 'BURFORDII NANA'DWARF BURFORD HOLLY
SEE LP3.1 FOR LANDSCAPE DETAILSAND NOTES.
BOSQUE ELMULMUS PARVIFOLIA 'UPMTF' PP 11295UP
LANDSCAPE NOTES
1. CONTRACTOR TO FIELD VERIFY LOCATION AND DEPTH OF UTILITIES PRIOR TO INSTALLATION
2. THE PLAN DEPICTS REQUIRED PLANTINGS REQUIRED BY THE CITY OF RALEIGH.
3. ALL PLANT MATERIAL TO COMPLY WITH AMERICAN STANDARD FOR NURSERY STOCK BY THEAMERICAN ASSOCIATION OF NURSERYMEN, INC.
4. LOCATION OF PLANT MATERIAL TO BE REVIEWED BY LANDSCAPE ARCHITECT PRIOR TOINSTALLATION.
5. ALL CONSTRUCTION TO CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE CITY OFRALEIGH.
6. ALL PLANTING BEDS ARE TO BE MULCHED TO A MINIMUM DEPTH OF 3". DOUBLE SHREDDEDHARDWOOD MULCH; DYED BROWN; 2" MAXIMUM PARTICLE SIZE. NO PINE STRAW PERMITTED.
7. ALL LAWN AREAS TO BE SEEDED AS PER MANUFACTURE'S SEEDING SPECIFICATIONS. ALLDISTURBED AREA SHALL EITHER BE MULCH OR LAWN.
8. ALL PLANTS TO BE COMPACT, UNIFORM AND WELL GROWN.
10. WITHIN THE SIGHT TRIANGLES SHOWN ON THIS PLAN, WITHIN THE SIGHT TRIANGLES SHOWNON THIS PLAN, THERE SHALL BE NO SIGHT OBSTRUCTING OR PARTLY OBSTRUCTING WALL,FENCE, SIGN, FOLIAGE, BEARMS, OR PARKED VEHICLES BETWEEN THE HEIGHTS OF 24 INCHESAND EIGHT FEET ABOVE THE CURB LINE ELEVATION OR THE NEAREST TRAVELED WAY IF NOTCURBING EXISTS.
11. ALL CONFLICTS BETWEEN PROPOSED LANDSCAPE, UTILITIES AND STORMWATER WILL BERESOLVED PRIOR TO APPLICATION FOR BUILDING PERMITS. UTILITY AND STORMWATER PLANSDEPICTED IN THIS SUBMITTAL ARE PRELIMINARY AND ARE SUBJECT TO CHANGE WITH THEDEVELOPMENT OF CONSTRUCTION DOCUMENTS.
12. STREET TREES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THEREQUIREMENTS OF CHAPTER 2 OF THE RALEIGH CITY TREE MANUAL.
13. ALL UTILITY DEVICES (TO INCLUDE, BUT NOT LIMITED TO TELEPHONE AND CABLE PEDESTALS;ELECTRICAL TRANSFORMERS; BACKFLOW-DEVICE HOTBOX; ETC) SHALL BE SCREENED FROMOFF-SITE VIEW BY EVERGREEN SHRUBS, FENCE, OR WALL.
14. MIN. 20' DISTANCE SHALL BE PROVIDED BETWEEN LIGHT POLES AND TREE TRUNKS.
NAD 83 F & NAVD 88 F
S-46-18
20' 10' 0 20' 40'
SCALE: 1" = 20' Know what's below.
Call before you dig.
R
WILDFIRE BLACK GUMNYSSA SYLVATICA 'WILDFIRE'
Reference: MI-29-17
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8 12
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:1
LP3.1
CONTENT:
CHECKED BY:
DRAWN BY:
PROJECT:
ISSUE:
REVISIONS:
SB, CHK
KT
LANDSCAPE DETAILS AND
SPECIFICATIONS
.
.
C20
18JD
AVIS
ARC
HITE
CTS
EXP
RESS
LY R
ESER
VES
ITS
COM
MON
LAW
COP
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ND O
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Y R
IGHT
S IN
THE
SE P
LANS
. TH
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PLA
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RE N
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FOR
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1CITY OF RALEIGH STANDARD TREE PLANTING DETAILS AND NOTESSCALE: NTS
510 S
outh W
ilm
ington S
treet | R
aleigh
, N
C 2
7601 | tel 919.835.1500
15
18
W
aln
ut S
t. S
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1
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8 | P
hila
de
lp
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, P
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| te
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45
.0
12
1
Town
home
Site
2Ra
leigh
, NC
2761
0
East
Colle
ge P
ark
CORHN-16074 DATE
Preliminary Subdivision 09.07.2018
. .
. .
. .
. .
1st Review Comments 10.31.2018
. .
. .
. .
. .
. .
S-46
-18
TRAN
SACT
ION
NO: 5
6896
4 (Pr
elim.
Sub
divisi
on)
3TREE INSTALLATIONSCALE: NTS 2CONTAINER PLANT INSTALLATION
SCALE: NTS
GRADE
M A S S P L A N T I N G N O T E S
1. PRUNE CROWDED, BROKEN, OR STRAY BRANCHES.CUT FLUSH, LEAVING CAMBIUM EDGE CLEAN.
2. CROWN PLANTING BED A MIN. OF 3 INCHES ABOVEADJACENT GRADE EXCEPT IN COURTYARDSITUATIONS WHERE BEDS SHALL BE SLOPED TONEAREST DRAIN BASIN.
3. KEEP MULCH AWAY FROM ROOT CROWN.
MACHINE OR SPADECUT PLANT BED EDGE
PLANTING SOIL MIXTUREHAND-TAMPED IN LIFTSSEE SPECS FOR COMPOSITION
3" M
IN
UNDISTURBEDSUBGRADE
KEEP MULCH AWAYFROM ROOT CROWN
3" MULCH LAYERSEE NOTE ON LP1.1
FOR TYPE
GRADE
S H R U B P L A N T I N G N O T E S
1. IF PLANTING HOLES ARE DUG WITH ALARGE AUGER, BREAK DOWN THE SIDESWITH A SHOVEL TO ELIMINATE GLAZINGAND CREATE THE SLOPING SIDEPROFILE SHOWN ON THE DETAIL.
2. SET SHRUB 2 INCHES HIGHER THANABOVE ADJACENT GRADE.
3. SYNTHETIC BURLAP SHALL BE REM0VEDENTIRELY FROM ROOT BALL.
4. PROVIDE 2 INCH DEEP SAUCER AROUNDSHRUB.
5. KEEP MULCH AWAY FROM ROOTCROWN.
6. THOROUGHLY SOAK THE ROOT BALLAND ADJACENT PREPARED SOILSEVERAL TIMES DURING THE FIRSTMONTH AFTER PLANTING ANDREGULARLY THROUGHOUT THEMAINTENANCE PERIOD.
KEEP MULCH AWAYFROM ROOT CROWN
3" MULCH LAYER
MACHINE OR SPADECUT PLANT BED EDGE
REMOVE BURLAP FROMTOP 1 /3 OF ROOT BALL
PLANTING SOIL MIXTUREHAND-TAMPED IN LIFTS
BREAK UP SUBSOIL WITH PICK
TWICE ROOT BALL DIAMETER
3"TAMPED PLANTINGSOIL MIXTURE
6" MIN
T R E E P L A N T I N G N O T E S
1. MATCH PLANTING PROCEDURE FOR EVERGREEN TREES.
2. DO NOT PRUNE TREE AT PLANTING EXCEPT FOR SPECIFICSTRUCTURAL CORRECTIONS.
3. IF TREES ARE PLANTED CLOSE TOGETHER SUCH THAT THEY WILLLIKELY SHARE ROOT SPACE, TILL IN SOIL AMENDMENTS TO A DEPTHOF 4" TO 6" OVER THE ENTIRE BED AREA.
4. FOR CONTAINER-GROWN TREES, EXTRACT THE ROOTS OUT OF THEOUTER LAYER OF POTTING SOIL, THEN CUT OR PULL APART ANYROOTS CIRCLING THE PERIMETER OF THE CONTAINER.
5. THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPAREDSOIL SEVERAL TIMES DURING THE FIRST MONTH AFTER PLANTINGAND REGULARLY THROUGHOUT THE MAINTENANCE PERIOD.
6. IF PLANTING HOLES ARE DUG WITH A LARGE AUGER, BREAK DOWNTHE SIDES WITH A SHOVEL TO ELIMINATE GLAZING AND CREATE THESLOPING SIDE PROFILE SHOWN ON THE DETAIL.
7. IN MEDIAN ISLANDS, SET PLANT MATERIAL AS CLOSE TO FINISHEDGRADE AS POSSIBLE..
8. SYNTHETIC BURLAP SHALL BE REM0VED ENTIRELY FROM ROOT BALL
9. KEEP MULCH AWAY FROM ROOT CROWN.
GRADE
2X WIDTH OF ROOT BALLSHALLOW SAUCER WITHMULCH - SEE NOTES ON LP1.1
TREE STAKING SYSTEM.
6"-8
"
CUT BURLAP, ROPE ANDWIRE BASKET AWAY FROMTOP HALF OF ROOT BALL
SET BALL ON UNDISTURBEDSOIL TO PREVENT SETTLING
4"-6" DEEPER THAN ROOT BALLFOR IMPROVED DRAINAGE
PLACE BACKFILL INLAYERS
CRISP MACHINEOR SPADE EDGING
SET SAUCER AT MAX. 2" &NO LOWER THAN LEVELWITH ADJACENT GRADE
KEEP MULCH AWAYFROM ROOT CROWN
4B & B SHRUB INSTALLATIONSCALE: NTS
EXISTING GRADE
PLANTING MIXTURE
20°
4"
APPROVED MULCH
3"
LAWN OR PAVEMENT
5BED EDGINGSCALE: NTS
FOR REVIEW ONLYNOT FOR
CONSTRUCTION
PRELIMINARY
DATE: 8/1/18
TREE PLANTING DETAIL
1. CONTRACTOR IS RESPONSIBLE FOR
2. ADHERE TO STANDARDS IN THE CITY TREE
3. STREET TREES MUST BE 3" CALIPER AT
4. PLANTING SEASON OCTOBER - APRIL.
5. A TREE IMPACT PERMIT IS REQUIRED.
6. ELECTRICAL OUTLETS AND OTHER UTILITIES
3 XROOTBALL DIAMETER
REVISIONS NOT TO SCALE
CITY OF RALEIGHSTANDARD DETAIL
TPP-03
NOTES:
PROVIDED, PROTECT TREE WITH BROAD STRAP OR
FLARE AND DO NOT CONTACT STEM
ADEQUATE DRAINAGE OF ALL PLANTING PITS.
(POSITIVE DRAINAGE AWAY FROM PIT)
MANUAL.
INSTALLATION WITH A 5' MINIMUM FIRST
BRANCH HEIGHT.
ARE PROHIBITED IN THE PLANTING AREA
IMMEDIATELY SURROUNDING THE TREE.
ROOT BALL ONLY.
DO NOT PRUNE LEADER. PRUNE OR CUT ONLYDEAD OR UNHEALTHY BRANCHES
PROVIDE STAKING IF SPECIFIED. IF STAKING IS
FLEXIBLE TUBING. ALLOW FLEXIBILITY IN STRAPSTO DEVELOP TRUNK TAPER. PROVIDE TURNBUCKLE AND WARNING FLAGS. REMOVE ALLSTAKING AND ACCESSORIES WITHIN ONE YEARFROM PLANTING.
THE ROOT FLARE SHALL BE PLANTED AT GRADE,NO HIGHER THAN 2" ABOVE GRADE, AND NEVERBELOW GRADE. REMOVE EXCESS SOIL TO EXPOSETHE ROOT FLARE AT GRADE. TREE SHALL BE SETPLUMBMULCH DEPTH 3". KEEP MULCH 3" FROM ROOT
HIGH QUALITY SOIL MIX AS SPECIFIED
WATER SAUCER, IF SPECIFIED, SHALL RISE NOMORE THAN 3" ABOVE GRADE.
COMPLETELY REMOVE TOP HALF OF BURLAP,LACING STRAPS, NAILS AND WIRE BASKET ANDDISCARD FROM HOLE. ALL SYNTHETIC BURLAPMUST BE REMOVED FROM SIDES OF ROOT BALL.ROOT BALL SHALL BE PLACED DIRECTLY ONCOMPACTED SUBGRADE. HANDLE TREE BY THE
CONTACT INFORMATION:CITY OF RALEIGH PARKS, RECREATION AND CULTURALRESOURCES DEPARTMENT URBAN FORESTER:
WWW.RALEIGHNC.GOV
6.FOR ALL CODE REQUIRED TREES.
600 CUBIC FEET MINIMUM SOIL VOLUME
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