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MARVINO LN
GLENWOOD AVE
EBENEZER CHURCH RD
COUNTRY TR
L
CITY
LOFT
CT
MARTELLO LNPA
RKST
ONE
DR
SALTWOOD PL
RHIANNON RD
CARMAX TRL
PILOTS VIEW DR
ROWL
OCK W
AY
QUOIN
WAY
CHISLERS WAY
CORNERSTONE PARK DR STONE CELLAR DR
REEDY RIDGE LNDECK
BAR
PL
BRAXWOOD PLSTONEFACE WAY
BELNEATH CT
BEAD
ED S
TONE
ST
SHAD
OW S
TONE
CT
SLABSTONE CT
THUNDERWOOD DR
CANTILEVER WAY
STONEYARD PL
ARBOLES CT
GLENWOOD AVE
Zoning:CAC:
Drainage Basin:Acreage:
Number of Lots:
CX-3-PK-CUNorthwestTurkey Creek3.438
0 600300 Feet
Planner:Phone:
Applicant:Phone:
Michael Walters(919) 996-2636Bateman Civil SurveyCompany(919) 577-1080
¯ARLINGTON HEIGHTSS-67-2016 !
ENGINEER & SURVEYOR:BATEMAN CIVIL SURVEY COMPANY200 NORTH MAIN STREETHOLLY SPRINGS, NC 27540(919) 577-1080THOMAS SPEIGHT, PESTEVEN CARSON, PLS
ARLINGTON HEIGHTSPRELIMINARY SUBDIVISION PLAN
PROJECT # S-67-16TRANSACTION # 490846
CITY OF RALEIGHWAKE COUNTY, NORTH CAROLINA
OCTOBER 2016REVISED JANUARY 2018
LOT 206OWNER - MDI MANAGEMENT, LLCPIN # 0777678891REAL ESTATE ID # 0329006ZONING: CX-3-PK-CUUSE - VACANTAREA - 1.2 ACRES
LOT 205OWNER - MDI MANAGEMENT, LLCPIN # 0777770890REAL ESTATE ID # 0329005ZONING: CX-3-PK-CUUSE - VACANTAREA - 1.2 ACRES
LOT 204OWNER - MDI MANAGEMENT, LLCPIN # 0777772779REAL ESTATE ID # 0329004ZONING: CX-3-PK-CUUSE - VACANTAREA - 1.0 ACRES
VICINITY MAP
OWNER:MDI MANAGEMENT, LLC120 4TH STREET SWHICKORY, NC 28602ALL CONSTRUCTION SHALL BE IN
ACCORDANCE WITH ALL CITY OF RALEIGH
AND/OR NCDOT STANDARDS AND
SPECIFICATIONS.
PRELIMINARY
NOT FOR CONSTRUCTION
DEVELOPER:CAPITAL PROPERTIESOF RALEIGH II2840 PLAZA PLACERALEIGH, NC 27612(984) 200-5540
GLENWOOD AVE
MARVINO LN
EBENEZER CHU
RCH RD
BOARD OF ADJUSTMENT CASE NUMBERS: A-41-17 & A-107-17
COVER
ISS. NO. DESCRIPTION DATE
EX 24"INV: 434.13 EX 24"
INV: 436.90EX RISER
TOP: 439.68
EX 18"INV: 432.00
EX PIPE ARCHINV: 424.22
EX. PIPE ARCHINV: 421.64
EX 24
" STM
EX 1
8" S
TM
EX 24" STM
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
MARTELLO
LN
EBENEZER CHU
RCH RDVARIABLE W
IDTH ASPHALT
80' PUBLIC R/W EX RETAINING
WALL
50' NEUSE RIVERBUFFER AS SHOWN ON
BM 2005 PG 633
20' SANITARY SEWER EASEMENTBM 2005 PG 633
(TO BE ABANDONED)
EX RETAININGWALL
EXISTINGDETENTION POND
R/WR/W
R/W
R/W
R/W
R/W
R/W
R/WR/W
R/W
EX HYDASS'Y, TYP
NOTES:
1. THE EXISTING TOPOGRAPHIC CONTOUR DATA WAS GENERATED FROM FIELD
SURVEY DATA.
2. THIS PROJECT IS LOCATED IN THE CRABTREE CREEK WATERSHED IN THE
NEUSE RIVER BASIN.
3. EXISTING DETENTION POND INCLUDES POST DEVELOPMENT USE FOR LOTS
204, 205, AND 206.
4. ALL PROPERTY EXTENTS LIE WITHIN ZONE "X" ON FEMA FLOOD MAP
37200777000J DATED 05/02/2006.
5. NO ALLUVIAL SOILS ARE PRESENT ON THIS SITE.
6. SITE IS LOCATED INSIDE THE CRABTREE CREEK WATERSHED.
4. EXISTING TREE CONSERVATION AREA PER BOOK OF MAPS 2010 PAGE 1108
SHALL BE MOVED PRIOR TO ANY LAND DISTURBING ACTIVITY IN THAT AREA.
ALL CONSTRUCTION SHALL BE IN
ACCORDANCE WITH ALL CITY OF RALEIGH
AND/OR NCDOT STANDARDS AND
SPECIFICATIONS.
20'
LOT 206PIN: 0777678891
OWNER: MDI MANAGEMENT LLCDEED BOOK: 15923 PAGE: 1270
ZONING: CX-3-PK-CUACREAGE:1.2 AC
USE: VACANT
LOT 205PIN: 0777770890
OWNER: MDI MANAGEMENT LLCDEED BOOK: 15923 PAGE: 1270
ZONING: CX-3-PK-CUACREAGE:1.2 AC
USE: VACANT
LOT 204PIN: 0777772779
OWNER: MDI MANAGEMENT LLCDEED BOOK: 15923 PAGE: 1270
ZONING: CX-3-PK-CUACREAGE: 1.0 AC
USE: VACANT
SW10
SW9
SW8
SW7
SW7
SW6
SW5 SW4 SW3
EX PLUG
MARVINO LN(PRIMARY STREET)
VARIABLE WIDTH ASPHALT80' PUBLIC R/W
80' R
/W
80' R
/W
EX 8" WATERLINE
EX
12" W
AT
ER
LIN
E
EX
8" S
AN
ITA
RY
SE
W
ER
CARMAXPIN: 0777771272
OWNER: SPIRIT MASTER FUNDING VI LLCDEED BOOK: 15867 PAGE: 1981
ZONING: CX-3-PK-CUACREAGE: 14.4 AC
USE: SALE/SER
CORNERSTONESHOPPING CENTER
PIN: 0777776392OWNER: CORNERSTONE COMMONS FEE OWNER LLC
DEED BOOK: 16046 PAGE: 558ZONING: CX-3-PK-CUACREAGE: 12.31 AC
USE: NBHD S/C
N/FPIN: 0777687380
OWNER: CORNERSTONE VILLAGEHOMEOWNERS ASSN INC
DEED BOOK: 14680 PAGE: 801ZONING: RX-3-PKACREAGE: 0.88 ACUSE: RESIDENTIAL
N/FPIN: 0777781028
OWNER: CORNERSTONE VILLAGEHOMEOWNERS ASSN INC
DEED BOOK: 14680 PAGE: 801ZONING: RX-3-PKACREAGE: 0.52 ACUSE: RESIDENTIAL
N/FPIN: 0777782055
OWNER: MEEKS, JAMES ADEED BOOK: 11334 PAGE: 515
ZONING: R-10ACREAGE: 0.17 AC
USE: SINGLFAM
N/FPIN: 0777783024
OWNER: DUSABLON, ROBERT FDUSABLON, CLAUDINE KEE
DEED BOOK: 14768 PAGE: 1605ZONING: R-10
ACREAGE: 0.15 ACUSE: SINGLFAM
N/FPIN: 0777783095
OWNER: FRENCH, MARILYN KAYDEED BOOK: 11610 PAGE: 2693
ZONING: R-10ACREAGE: 0.20 AC
USE: SINGLFAM
CHISLERS
WAY
(PRIVATE)
EX SSMH,
TYP
EX SSMH,
TYP
TREELINE
TREELINE
TREELINE
TREELINE
TREELINE
TREELINE
TREELINE
TREELINE
EX HYDASS'Y, TYP
Designed By:
Drawn By:
Scale:
Project Number:
REVISIONS
DESCRIPTIONS
OF:
SHEET
Date:
Project Engineer:
Checked By:
AR
LIN
GT
ON
H
EIG
HT
S----T
OW
NH
OM
ES
12.04.16
FOR CONSTRUCTIONNOT RELEASED
PRELIMINARY
C100
CO
ND
IT
IO
NS
EX
IS
TIN
G
SU
BD
IV
IS
IO
N P
LA
N
TO
WN
HO
ME
S
AR
LIN
GT
ON
H
EIG
HT
S
CHISL
ERS
WAY
NEW RETAINING
WALL
NEW RETAINING W
ALL
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
MARTELLO
LN SITE DATAPROVIDED UNITS: 36REQUIRED RESIDENT PARKING SPACES: 108(1 SPACE FOR EVERY BEDROOM x 36, 3-BEDROOM UNITS)REQUIRED VISITOR PARKING SPACES: 4(1 SPACE FOR EVERY 10 UNITS)REQUIRED BICYCLE PARKING SPACES: 2
PROVIDED RESIDENT PARKING SPACES: 110PROVIDED VISITOR PARKING SPACES: 7PROVIDED BICYCLE PARKING SPACES: 2
REQUIRED AMENITIES AREA: 0.34 AC(10% OF TOTAL SITE AREA)PROVIDED AMENITIES AREA: 0.52 AC
EBENEZER CHURCH RD BUILD-TO:FRONTAGE DISTANCE 215 LFREQUIRED 70% BUILDING FACADE LENGTH 150 LFPROVIDED BUILDING FACADE LENGTH 160 LFPROVIDED BUILDING FACADE PERCENTAGE 74%
SETBACKS:FRONT 5'SIDE 6'CORNER 10'REAR 4' / 20'
SILSBEE DR22' PUBLIC R/W(TO BE DEDICATED)
PRIVATE RESIDENTIAL ALLEY "A"20' PRIVATE EASEMENT
DIV
ER
SY
W
AY
22' PUBLIC R/W
(TO BE DEDICATED)
PRIVATE RESIDENTIAL ALLEY "B"
20' PRIVATE EASEMEN
T
41' T
YP
20'
23'
20'
41' T
YP
100'
64'
80'
20'
60'
MULTI-FAMILY22' PUBLIC R/W
31'
28'
AMENITIESAREA BOUNDARY
AMENITIESAREA
100'
R/WR/W
R/W
R/W
R/W
R/W
R/W
R/W
R/WR/W
R/W
AMENITIESAREA BOUNDARY
AMENITIESAREA BOUNDARY
AMENITIESAREA BOUNDARY
NOTES:
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND/OR NCDOT STANDARDS AND SPECIFICATIONS.
2. ALL UNITS SHOWN ON THE PLAN ARE REAR-LOADED.
3. 50' PK FRONTAGE SETBACK FROM MARVINO LANE IS PRIORITY OVER BUILD-TO REQUIREMENT.
4. PROPOSED DEVELOPMENT CONTAINS 3 VEHICLE ACCESS LOCATIONS TO THE SITE, IN ACCORDANCE WITH THE CONDITIONAL ZONING RESTRICTIONS UNDER Z-008-04.
5. CITY OF RALEIGH STANDARD CURB RAMPS HAVE BEEN DEVELOPED IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT (ADA) AND PUBLIC RIGHT OF WAY ACCESS GUIDELINES (PROWAG).
6. CURB RAMPS SHALL BE PROVIDED AT LOCATIONS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER, SIDEWALK ACCESS RAMPS SHALL BE LOCATED AS INDICATED IN THE DETAIL, HOWEVER, THE LOCATION MAY BE
ADJUSTED IN COORDINATION WITH THE CITY OF RALEIGH WHERE EXISTING LIGHT POLES, DROP INLETS, ETC, AFFECT PLACEMENT. DOUBLE WHEELCHAIR RAMPS ARE TO BE INSTALLED AT ALL PUBLIC STREET INTERSECTIONS
WHERE SIDEWALK IS REQUIRED.
7. THE WALKING SURFACE SHALL BE SLIP RESISTANT. COLORS FOR THE DETECTABLE WARNING AREA SHALL BE DARK CHARCOAL GRAY FOR CONTRAST WITH LIGHT PATHWAY COLORS AND LIGHT CONCRETE GRAY FOR
CONTRAST WITH DARK PATHWAY COLORS.
8. NO SLOPE ON THE SIDEWALK ACCESS RAMP SHALL EXCEED 1"/FT (12:1) IN RELATIONSHIP TO THE GRADE OF THE STREET.
9. IN NO CASE SHALL THE WIDTH OF THE SIDEWALK ACCESS RAMP BE LESS THAN 48" HOWEVER, RAMP MAY EXCEED 48".
10. USE CLASS A (3000 PSI) CONCRETE WITH A SIDEWALK FINISH IN ORDER TO OBTAIN A ROUGH NONSKID SURFACE.
11. A
1
2
" EXPANSION JOINT WILL BE REQUIRED WHERE THE CONCRETE SIDEWALK ACCESS RAMP JOINS THE CURB AND ALSO WHERE NEW CONCRETE ABUTS EXISTING CONCRETE.
12. CURB RAMPS SHOULD BE PLACED PARALLEL TO THE DIRECTION OF TRAVEL.
13. SOLID WASTE DUMPSTERS SHALL BE SERVICED BY WASTE INDUSTRIES.
14. ALL BUILDINGS ARE WITHIN 150 FEET OF ACCESS FOR DETERMINING FIRE APPARATUS COVERAGE.15. PUBLIC WATER SERVICE BY THE CITY OF RALEIGH.16. PUBLIC SEWER SERVICE BY THE CITY OF RALEIGH.17. UNIT SPACES DEPICT THE PROPOSED RESIDENTIAL LOTS.18. CROSS ACCESS AGREEMENT ACQUIRED BY JEFF PALMER OF SHENANDOAH HOMES.
ALL CONSTRUCTION SHALL BE IN
ACCORDANCE WITH ALL CITY OF RALEIGH
AND/OR NCDOT STANDARDS AND
SPECIFICATIONS.
EXISTINGDETENTION POND
50'
28'
20'
20'
COMMON OPEN SPACE LOT 1
31,707 SF
0.73 AC
ZONING: CX-3-PK-CU
COMMON OPEN SPACE LOT 2
58,155 SF
1.34 AC
ZONING: CX-3-PK-CU
50' PK FRONTAGE/
SETBACK
50' PARKWAY
FRONTAGE/
SETBACK FROM
MARVINO LN
AMENITY AREA
HATCH LEGEND
7'
20'
15'
BUILD-TO ZONE
CONCRETE SIDEWALK
TO STRIP PAVED ALLEY (TYP)
BUILDING FACADE 2'
INSIDE BUILD-TO ZONE
80'
80'
DIVERSY WAY TO DEAD END
AT PROPERTY LINE WITH
CITY OF RALEIGH STANDARD
BARRICADE
SILSBEE DR CONNECTS TO EXISTING STUB
ON PROPERTY ONTO CHISLERS WAY
END OF PUBLIC RIGHT OF WAY
EXISTING
RETAINING WALL
CHISLERS
WAY
EX HYDASS'Y, TYP
UNITS FRONTING MARVINO LN
UNITS FRONTING
SILSBEE DR
UNITS FRONTING
SILSBEE DR
UN
IT
S F
RO
NT
IN
G D
IV
ER
SY
W
AY
UN
IT
S F
RO
NT
IN
G
DIV
ER
SY
W
AY
UN
IT
S F
RO
NT
IN
G
EB
EN
EZ
ER
C
HU
RC
H R
D
UN
IT
S F
RO
NT
IN
G
EB
EN
EZ
ER
C
HU
RC
H R
D
6' CONC SIDEWALK, TYP
6' C
ON
C S
ID
EW
M A
LK
, T
YP
CARMAXPIN: 0777771272
OWNER: SPIRIT MASTER FUNDING VI LLCDEED BOOK: 15867 PAGE: 1981
ZONING: CX-3-PK-CUACREAGE: 14.4 AC
USE: SALE/SER
CORNERSTONESHOPPING CENTER
PIN: 0777776392OWNER: CORNERSTONE COMMONS FEE OWNER LLC
DEED BOOK: 16046 PAGE: 558ZONING: CX-3-PK-CUACREAGE: 12.31 AC
USE: NBHD S/C
N/FPIN: 0777687380
OWNER: CORNERSTONE VILLAGEHOMEOWNERS ASSN INC
DEED BOOK: 14680 PAGE: 801ZONING: RX-3-PKACREAGE: 0.88 ACUSE: RESIDENTIAL
N/FPIN: 0777781028
OWNER: CORNERSTONE VILLAGEHOMEOWNERS ASSN INC
DEED BOOK: 14680 PAGE: 801ZONING: RX-3-PKACREAGE: 0.52 ACUSE: RESIDENTIAL
N/FPIN: 0777782055
OWNER: MEEKS, JAMES ADEED BOOK: 11334 PAGE: 515
ZONING: R-10ACREAGE: 0.17 AC
USE: SINGLFAM
N/FPIN: 0777783024
OWNER: DUSABLON, ROBERT FDUSABLON, CLAUDINE KEE
DEED BOOK: 14768 PAGE: 1605ZONING: R-10
ACREAGE: 0.15 ACUSE: SINGLFAM
N/FPIN: 0777783095
OWNER: FRENCH, MARILYN KAYDEED BOOK: 11610 PAGE: 2693
ZONING: R-10ACREAGE: 0.20 AC
USE: SINGLFAM
41'
80'
TY
P
TYP
TYP
TY
P
TY
P
20'
TY
P
21'
59'
1
1
6
'
EBENEZER CHU
RCH RDVARIABLE W
IDTH ASPHALT
80' PUBLIC R/W
MARVINO LN(PRIMARY STREET)
VARIABLE WIDTH ASPHALT80' PUBLIC R/W
VISITORVISITORVISITOR
VISI
TOR
VISITORVISITOR
1
10
2
3
4
5
6
7
8
9
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
3233
34
35
36
TY
P
EXISTING
RETAINING WALL
50' NEUSE RIVER
BUFFER AS SHOWN ON
BM 2005 PG 633
PRIVATE STORMWATER
MAINTENANCE/ACCESS EASEMENT
BM 2005 PG 633
VISITOR
28'
24'
18'
58'
21'
99'
Designed By:
Drawn By:
Scale:
Project Number:
REVISIONS
DESCRIPTIONS
OF:
SHEET
Date:
Project Engineer:
Checked By:
AR
LIN
GT
ON
H
EIG
HT
S----T
OW
NH
OM
ES
12.04.16
FOR CONSTRUCTIONNOT RELEASED
PRELIMINARY
C200
SU
BD
IV
IS
IO
N P
LA
N
SU
BD
IV
IS
IO
N P
LA
N
TO
WN
HO
ME
S
AR
LIN
GT
ON
H
EIG
HT
S
15'
HCA
COMMON OPEN SPACE LOT 3
5,551 SF
0.13 AC
ZONING: CX-3-PK-CU
12'
UNITS FRONTING MARVINO LN
20'
10'
1'
1'
4'
4'
4'
20'
4'
6'
6'
6'
6'
6'
6'
6'
6'
11'
1'
1'
1'1'
5'
5'
5'
5'
5'
5'
SIDE SETBACK
SIDE SETBACK
SIDE SETBACK
3'
3'
3'
3'
41' T
YP
41'
41' T
YP
6'
41' T
YP
80'
3'
1'
4'
100'
41' T
YP
20'
120'
TYP
20'
TYP
20'
TY
P
20'
TY
P
6'
1' BALCONY, TYP
1' BALCONY, TYP
1' BALCONY, TYP
1' BALCONY, TYP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
NEW RETAINING
WALL
NEW RETAINING W
ALL
MARTELLO
LN
EXISTINGRETAINING WALL
50' NEUSE RIVERBUFFER AS SHOWN ON
BM 2005 PG 633
PRIVATE STORMWATERMAINTENANCE/ACCESS EASEMENT
BM 2005 PG 633
EXISTINGRETAINING WALL
R/WR/W
R/W
R/W
R/W
R/WR/W
R/W
R/W
R/W
R/WR/W
R/W
R/W
NOTES:
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND/OR NCDOT STANDARDS
AND SPECIFICATIONS.
2. ALL STREET TREES PLANTED ON THE PUBLIC RIGHT-OF-WAY SHALL BE PLANTED AND MAINTAINED IN
ACCORDANCE WITH THE STANDARDS SET FORTH IN THE CITY TREE MANUAL.
3. A TREE IMPACT PERMIT IS REQUIRED TO PLANT STREET TREES ON THE PUBLIC RIGHT-OF-WAY PRIOR TO
SUBDIVISION OF THE PROPERTY OR PRIOR TO ISSUANCE OF BUILDING PERMIT; WHICHEVER HAPPENS
FIRST.
4. SCREENING OF THE BMP SHALL BE PROVIDED WITH DECORATIVE FACED RETAINING WALLS. SEE DETAIL ON
SHEET C-801.
5. TREES, BUSHES, AND VEGETATION WITHIN THE PRIMARY TREE CONSERVATION AREA SHALL BE
PROTECTED FROM REMOVAL DURING CONSTRUCTION. CONTRACTOR SHALL EXERCISE DILIGENCE TO
REMOVE ONLY THE TREES, BUSHES, AND VEGETATION ESSENTIAL FOR CONSTRUCTION.
TREE PLANTING DETAIL
PRCR-03
DO NOT PRUNE LEADER. PRUNE OR CUT ONLYDEAD OR UNHEALTHY BRANCHES
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 ROOTFLARE AND DO NOT CONTACT STEM
WATER SAUCER SHALL BE NO MORE THAN 3"ABOVE GRADE
COMPLETELY REMOVE TOP HALF OF BURLAP,LACING AND WIRE BASKET AND DISCARD FROMHOLE
HIGH QUALITY SOIL MIX AS SPECIFIED
ROOT BALL SHALL BE PLACED DIRECTLY ONCOMPACTED SUBGRADE. HANDLE TREE BY THEROOT BALL ONLY.
NOTES:
1. CONTRACTOR IS RESPONSIBLE FORADEQUATE DRAINAGE OF ALL PLANTINGPITS. (POSITIVE DRAINAGE AWAY FROM PIT)
2. ADHERE TO STANDARDS IN THE CITY TREEMANUAL.
3. STREET TREES MUST BE 3" CALIPER ATINSTALLATION WITH A 5' MINIMUM FIRSTBRANCH HEIGHT.
4. PLANTING SEASON OCTOBER - APRIL.5. A TREE IMPACT PERMIT IS REQUIRED.6. ELECTRICAL OUTLETS AND OTHER UTILITIES
ARE PROHIBITED IN THE PLANTING AREAIMMEDIATELY SURROUNDING THE TREE.
3 XROOTBALL DIAMETER'
PROVIDE STAKING IF SPECIFIED. IF STAKING ISPROVIDED, PROTECT TREE WITH BROAD STRAP ORFLEXIBLE TUBING. ALLOW FLEXIBILITY IN STRAPSTO DEVELOP TRUNK TAPER. PROVIDE TURNBUCKLE AND WARNING FLAGS. REMOVE ALLSTAKING AND ACCESSORIES WITHIN ONE YEARFROM PLANTING.
CONTACT INFORMATION:CITY OF RALEIGH PARKS, RECREATION AND CULTURALRESOURCES DEPARTMENT URBAN FORESTER:[email protected]
11 LN
EXISTINGDETENTION POND
SILSBEE DR22' PUBLIC R/W
DIV
ER
SY
W
AY
22' PUBLIC R/W
PRIMARY TREECONSERVATION AREA- PARKWAY FRONTAGE
0.20 AC
PRIMARY TREECONSERVATION AREA- PARKWAY FRONTAGE
0.15 AC
40 IG
3 ZS
8 QC
80'
80'
TOTAL TREE CONSERVATION
AREA -- 0.35 AC
10'
10'
10'
10'
1
2
3
4
5
6
85'
80'
EBENEZER CHU
RCH RDVARIABLE W
IDTH ASPHALT
80' PUBLIC R/W
MARVINO LN(PRIMARY STREET)
VARIABLE WIDTH ASPHALT80' PUBLIC R/W
1 ZS
4 ZS
2 QC
1 CC
4 GB
4 CB
3 CB
3 QC
3 QC14 QF
TREE PROTECTION
FENCE (TYP.)
Designed By:
Drawn By:
Scale:
Project Number:
REVISIONS
DESCRIPTIONS
OF:
SHEET
Date:
Project Engineer:
Checked By:
AR
LIN
GT
ON
H
EIG
HT
S----T
OW
NH
OM
ES
12.04.16
FOR CONSTRUCTIONNOT RELEASED
PRELIMINARY
C600
LA
ND
SC
AP
IN
G P
LA
N
SU
BD
IV
IS
IO
N P
LA
N
TO
WN
HO
ME
S
AR
LIN
GT
ON
H
EIG
HT
S
1 ZS
1 CC
10 VT
1 GB
CHIS
LERS
WAY
NEW RETAINING
WALL
NEW RETAINING W
ALL
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
LEGEND
WATER METER
3
4
" COPPER WATER SERVICE
CLEANOUT
EX SANITARY SEWER MANHOLE
SANITARY SEWER MANHOLE
EX FIRE HYDRANT ASSEMBLY
FIRE HYDRANT ASSEMBLY
EX BLOW OFF VALVE
BLOW OFF VALVE
EX CHECK VALVE
CHECK VALVE
M
M
CO
CITY OF RALEIGH UTILITY NOTES:
1. ALL MATERIALS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH DESIGN STANDARDS, DETAILS, AND SPECIFICATIONS (REFERENCE: CORPUD HANDBOOK, CURRENT
EDITION).
2. UTILITY SEPARATION REQUIREMENTS:
2.1. A DISTANCE OF 100; SHALL BE MAINTAINED BETWEEN SANITARY SEWER AND ANY PRIVATE OR PUBLIC WATER SUPPLY SOURCE SUCH AS AN IMPOUNDED RESERVOIR USED AS A SOURCE OF DRINKING
WATER. IF ADEQUATE LATERAL SEPARATION CANNOT BE ACHIEVED, FERROUS SANITARY SEWER PIPE SHALL NOT BE LESS THAN 25' FROM A PRIVATE WELL OR 50' FROM A PUBLIC WELL.
2.2. WHEN INSTALLING WATER AND/OR SEWER MAINS, THE HORIZONTAL SEPARATION BETWEEN UTILITIES SHALL BE 10'. IF THIS SEPARATION CANNOT BE MAINTAINED DUE TO EXISTING CONDITIONS, THE
VARIATION ALLOWED IS THE WATER MAIN IN A SEPARATE TRENCH WITH THE ELEVATION OF THE WATER MAIN AT LEAST 18" ABOVE THE TOP OF THE SEWER AND MUST BE APPROVED BY THE PUBLIC
UTILITIES DIRECTOR. ALL DISTANCES ARE MEASURED FROM OUTSIDE DIAMETER TO OUTSIDE DIAMETER.
2.3. 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 AND INSTALLED TO WATERLINE SPECIFICATIONS.
2.4. 5.0' MINIMUM HORIZONTAL SEPARATION IS REQUIRED BETWEEN ALL SANITARY SEWER AND STORM SEWER FACILITIES, UNLESS DIP MATERIAL IS SPECIFIED FOR SANITARY SEWER.
2.5. MAINTAIN 18" MINIMUM VERTICAL SEPARATION AT ALL WATERMAIN AND RCP STORM DRAIN CROSSINGS; MAINTAIN 24" MINIMUM VERTICAL SEPARATION AT ALL SANITARY SEWER AND RCP STORM DRAIN
CROSSINGS. WHERE ADEQUATE SEPARATIONS CANNOT BE ACHIEVED, SPECIFY DIP MATERIALS AND A CONCRETE CRADLE HAVING 6" MINIMUM CLEARANCE (PER CORPUD DETAILS W-41 AND S-49).
2.6. ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER AND SEWER FACILITIES WITH 18" MINIMUM VERTICAL SEPARATION REQUIRED.
3. ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW AND APPROVAL OF AN AMENDED PLAN AND/OR PROFILE BY THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PRIOR TO CONSTRUCTION.
4. CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER AND SEWER SERVICE TO EXISTING RESIDENCES AND BUSINESSES THROUGHOUT CONSTRUCTION OF PROJECT. ANY NECESSARY SERVICE
INTERRUPTIONS SHALL BE PRECEDED BY A 24 HOUR ADVANCE NOTICE TO THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENTS.
5. 3.0' MINIMUM COVER IS REQUIRED ON ALL WATER MAINS AND 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 AND SEWER SERVICES NOT BEING USED IN REDEVELOPMENT OF A SITE UNLESS OTHERWISE DIRECTED BY THE CITY OF
RALEIGH PUBLIC UTILITIES DEPARTMENT. THIS INCLUDES ABANDONING TAP AT MAIN AND REMOVAL OF SERVICE FROM ROW OR EASEMENT PER CORPUD HANDBOOK PROCEDURE.
7. INSTALL
3
4
" COPPER WATER SERVICES WITH METERS LOCATED AT ROW OR WITHIN A 2'x2' WATERLINE EASEMENT IMMEDIATELY ADJACENT. NOTE: IT IS THE APPLICANT'S RESPONSIBILITY TO PROPERLY SIZE
THE WATER SERVICE FOR EACH CONNECTION TO PROVIDE ADEQUATE FLOW AND PRESSURE.
8. INSTALL 8" DI SEWER SERVICES AT 0.6% MINIMUM GRADE WITH CLEANOUTS LOCATED AT ROW OR EASEMENT LINE AND SPACED EVERY 75 LINEAR FEET MAXIMUM.
9. PRESSURE REDUCING VALVES ARE REQUIRED ON ALL WATER SERVICES EXCEEDING 80 PSI; BACKWATER VALVES ARE REQUIRED ON ALL 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, AND/OR FEMA FOR ANY RIPARIAN BUFFER, WETLAND, AND/OR FLOODPLAINS IMPACTS
(RESPECTIVELY) PRIOR TO CONSTRUCTION.
11. NCDOT / RAILROAD ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANY UTILITY WORK (INCLUDING MAIN EXTENSIONS AND SERVICE TAPS) WITHIN STATE OR RAILROAD ROW PRIOR TO CONSTRUCTION.
12. CROSS-CONNECTION CONTROL PROTECTION DEVICES ARE REQUIRED BASED ON DEGREE OF HEALTH HAZARD INVOLVED AS LISTED IN APPENDIX-B OF THE RULES GOVERNING PUBLIC WATER SYSTEMS IN
NORTH CAROLINA. THESE GUIDELINES ARE THE MINIMUM REQUIREMENTS. THE DEVICES SHALL MEET AMERICAN SOCIETY OF SANITARY ENGINEERING (ASSE) STANDARDS OR 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 OR LOCAL CROSS-CONNECTION CONTROL PROGRAM, WHICHEVER IS MORE STRINGENT. CONTACT JOANIE HARTLEY AT (919) 996-5923 OR [email protected] FOR MORE
INFORMATION.
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 WORKS DEPARTMENT AT (919)
996-2409, AND 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 .
PUBLIC
WATER DISTRIBUTION / EXTENSION SYSTEM
THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSION OF THE
CITY'S PUBLIC WATER SYSTEM AS SHOWN ON THIS PLAN. THE MATERIAL AND
CONSTRUCTION METHODS USED FOR THIS PROJECT SHALL CONFORM TO THE
STANDARDS AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES HANDBOOK.
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT PERMIT # _________________________________
AUTHORIZATION TO CONSTRUCT _________________________________________
DATE __________________________________________________________________
PUBLIC
SEWER COLLECTION / EXTENSION SYSTEM
THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSION OF THE
CITY'S PUBLIC SEWER SYSTEM AS SHOWN ON THIS PLAN. THE MATERIAL AND
CONSTRUCTION METHODS USED FOR THIS PROJECT SHALL CONFORM TO THE
STANDARDS AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES HANDBOOK.
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT PERMIT # _________________________________
AUTHORIZATION TO CONSTRUCT _________________________________________
DATE __________________________________________________________________
ALL CONSTRUCTION SHALL BE IN
ACCORDANCE WITH ALL CITY OF RALEIGH
AND/OR NCDOT STANDARDS AND
SPECIFICATIONS.
MARTELLO
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