HomeMy WebLinkAboutRevised Preliminary Plan12" MAP
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DB 6389, PG 1051
DB 5793, PG 2287
CEDAR COVE
PROPERTIES, LLC
SILVER CREEK AT JASMINE COVE
DB 2091, PG 757
COMMON AREA
OPEN SPACE & DRAINAGE EASEMENT
HENDERSON PARKE
AT JOHNSON FARMS
DB 5349, PG 1196
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FORTUNE PLACE
HOMEOWNERS
ASSOCIATION, INC.
CITY OF WILMINGTON
MUNICIPAL LIMITS
CITY OF WILMINGTON
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CITY OF WILMINGTON
MUNICIPAL LIMITS
PROPOSED 45' PRIVATE RIGHT OF WAY & PUBLIC U.E.
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12" MAP
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30' DRAINAGE EASEMENT
& OPEN SPACE
15' PRIVATE DRAINAGE
EASEMENT (EXISTING DITCH)
(MB 61, PG 222)
TO BE CONVERTED TO PUBLIC D.E.
15' PRIVATE DRAINAGE
EASEMENT (EXISTING DITCH)
(MB 61, PG 222)
2" B.O. ASSY
(1) 8" X 2" REDUCER
(1) 2" G.V.
(1) F.H. ASSEMBLY
2" SDR-21 PVC WATER MAIN
(36" MIN BURY)8" SS MAIN
8" SS MAIN
SSMH #1C
SSMH #1DSSMH #1E
20 19 18 17 16 15 14 13 12 11 10 9 78
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21.25
22.5
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OPEN SPACE
PROP. 15' PUBLIC
D.E.
15' P.U.E.
24" CPP
18" CPP
I.E. 21.79
I.E. 21.84
24" FES
I.E. 20.79
24" FES
I.E. 21.27
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RETENTION
24" CPP
I.E. 20.79
8" SS MAIN
PROP. 15' PRIVATE
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DB 6389, PG 1051
VINEYARD COMMUNITY CHURCH
DB 2537, PG 867
WILMINGTON
KOREAN BAPTIST
CHURCH
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FORTUNE PLACE
HOMEOWNERS
ASSOCIATION, INC.
CITY OF WILMINGTON
MUNICIPAL LIMITS
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DB 1116, PG 245
ARAB SHRINERS
CLUB OF
WILMINGTON, N.C., INC.
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PROPOSED 45' PRIVATE RIGHT OF WAY & PUBLIC U.E.
9" BLAC
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APPROX. LOCATION EX. 6" PVC WATER MAIN
(/%2:
TIE TO EX. 6" WATER MAIN W/
(1) 6" X 6" CUT-IN TEE
(SHUTDOWN REQUIRED)
(2) 6" G.V.
6" C-900 PVC WATER MAIN
(36" MIN BURY)8" SS
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SSMH #1B
SSMH #1C
10 9 12345678 OPEN SPACE
PROP. 15' PUBLIC
D.E.
8
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(1) F.H. ASSEMBLY
(1) SAMPLING STATION
30' ACCESS EASEMENT TO REMAIN TO PL
18" CPP
I.E. 21.79
I.E. 21.79
I.E. 21.84 18
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12" RCP
AT&T VAULT
AT&T BOX
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CABLE BOX
FOM
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AT&T VAULT
FOM
FES I.E. 22.02'
RETENTION
POND
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BOC 26.06'
18" RCP I.E. 23.36'
CI
BOC 26.09'
I.E. 23.57'
FES
I.E. 23.85'
FES
I.E. 23.48'
I.E. 24.03'
I.E. 24.26'
EX. SSMH NO. 1C
CFPUA PROJECT # 313406.006
T.R. 25.66
I.E. 21.26
EX. 8" DIP SS MAIN
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EX. 8" DIP SS MAIN
EX. SSMH NO. 1D
T.R. 25.62
I.E. 21.66
8" SS MAIN
SSMH #1A
CLUSTER MAILBOX
(SEE DETAIL)
PROP. 15'
PUBLIC D.E.
PROP. 15' PRIVATE
D. E.
C-1P
1
1" = 50'
REVISIONS
PROJECT NUMBER:
DRAWING NUMBER:
CHECKED:
APPROVED:
DRAWN:
DATE:
SCALE:
SHEET SIZE:
CLIENT INFORMATION:
VICINITY MAP (NOT TO SCALE):
2021-030
CLIENT INFORMATION:
River Birch Investments, LLC
PO Box 538
Wrightsville Beach, NC 28480
Ph. 910-399-5688
OF 8
JAE
CDC
CDC
24x36
3/4/2022
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PROPERTY LINE
RIGHT OF WAY
ADJOINERS
PROPOSED LOTLINE
EX. EOP
PROP. EASEMENT
3:1 GRASSED SWALE
CENTER LINE
WATERLINE
SANITARY SEWER LINE
FIRE HYDRANT ASSY
BLOW OFF ASSEMBLY
GATE VALVE
REDUCER
OPEN SPACE
LEGEND
1.EXISTING WATER AND SANITARY SEWER SERVICES ARE CURRENTLY AVAILABLE TO THE SITE
FROM CAPE FEAR PUBLIC UTILITY AUTHORITY PUBLIC MAINS.
2.ALL PROPOSED UTILITY SERVICES, SUCH AS ELECTRIC POWER, CATV, GAS & TELEPHONE SHALL BE
INSTALLED UNDERGROUND.
3.ALL WATER & SEWER UTILITIES TO BE INSTALLED PER CFPUA TECHNICAL SPECIFICATIONS &
STANDARDS.
4.PROJECT SHALL COMPLY WITH CFPUA CROSS CONNECTION CONTROL REQUIREMENTS. WATER
METER(S) CANNOT BE RELEASED UNTIL ALL REQUIREMENTS ARE MET AND N.C.D.E.N.R. HAS
ISSUED THEIR "FINAL APPROVAL.". CALL 332-6558 FOR INFORMATION.
5.ANY BACKFLOW PREVENTION DEVICES REQUIRED BY THE CFPUA WILL NEED TO BE ON THE LIST
OF APPROVED DEVICES BY USCFCCCHR OR ASSE.
6.IF CONTRACTOR DESIRES CFPUA WATER FOR CONSTRUCTION, HE SHALL APPLY IN ADVANCE FOR
THIS SERVICE AND MUST PROVIDE A REDUCED PRESSURE ZONE (RPZ) BACKFLOW PREVENTION
DEVICE ON THE DEVELOPER'S SIDE OF THE WATER METER BOX.
7.WHEN PVC WATER MAINS AND SERVICES ARE PROPOSED, THE PIPES ARE TO BE MARKED WITH
NO. 10 INSULATED, SINGLE-STRAND COPPER WIRE INSTALLED & STRAPPED TO THE PIPES WITH
DUCT TAPE. THIS IS TO BE ACCESSIBLE IN ALL VALVES AND METER BOXES TO AID IN FUTURE
LOCATION OF FACILITIES.
8.SEWER GUARDS REQUIRED AT ALL MANHOLES. STAINLESS STEEL SEWER GUARDS REQUIRED AT
MANHOLES LOCATED IN TRAFFIC AREAS.
9.SERVICES SHALL BE PERPENDICULAR TO MAIN AND TERMINATE AT RIGHT-OF-WAY LINE.
SERVICES IN CUL-DE-SACS ARE REQUIRED TO BE PERPENDICULAR OR MUST ORIGINATE IN
MANHOLE AND TERMINATE AT RIGHT-OF-WAY LINE.
10. ALL SERVICES TYING INTO DUCTILE IRON MAINS SHALL BE CONSTRUCTED OF CLASS 50 D.I.P.
WITH PROTECTO 401 CERAMIC EPOXY LINING.
11.MINIMUM 10' UTILITIES EASEMENT PROVIDED ALONG THE FRONTAGE OF ALL LOTS AND AS
SHOWN FOR NEW DEVELOPMENTS.
12.NO FLEXIBLE COUPLINGS SHALL BE USED.
13.ALL STAINLESS STEEL FASTENERS SHALL BE 316.
14.THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF EXISTING UTILITIES
DURING CONSTRUCTION. CALL NC811 AT 811 OR 1-800-632-4949. CONTRACTOR IS RESPONSIBLE
FOR THE REPAIR AND REPLACEMENT OF ANY UTILITIES, CURB & GUTTER, PAVEMENT, ETC.
THAT MAY BE BE DAMAGED DURING CONSTRUCTION. DAMAGED ITEMS SHALL BE REPAIRED TO
AT LEAST THE QUALITY OR WORKMANSHIP FOUND IN THE ORIGINAL ITEM.
15.THE BELLSOUTH CONTACT IS STEVE DAYVAULT, BUILDING INDUSTRY CONSULTANT, AT
910-392-8712. CONTACT HIM PRIOR TO STARTING THE PROJECT IN ORDER TO FACILITATE GOOD
COMMUNICATION AND MAXIMUM FLEXIBILITY.
16.THE PROCESS FOR TELEPHONE CABLE PLACEMENT: * FINAL GRADE WILL NEED TO BE
ESTABLISHED. * POWER WILL PLACE THEIR CABLE FIRST - APPROXIMATELY 3' DEEP. *
BELLSOUTH & CABLE TV WILL THEN PLACE THEIR CABLE AT APPROXIMATELY 2' DEEP.
17.SHOULD ADDITIONAL SERVICES BE LOCATED DURING CONSTRUCTION, THEY MUST EITHER BE
UTILIZED OR ABANDONED.
18.CONTRACTOR TO COORDINATE WITH POWER COMPANY FOR TEMPORARY
STABILIZATION/RELOCATION OF POWER POLES AND ASSOCIATED HARDWARE.
UTILITY NOTES:
FIRE & SAFETY NOTES:
1.PARKING AND LANDSCAPING CANNOT BLOCK FIRE HYDRANTS.
2.ALL WEATHER ACCESS ROAD MUST BE MAINTAINED AROUND CONSTRUCTION SITE AT ALL TIMES.
3.ALL FIRE HYDRANTS MUST BE INSTALLED WITH 5 INCH STORZ QUICK CONNECTS ON A 4.5
INCH STEAMER IN COMPLIANCE WITH NHC FIRE SERVICE REQUIREMENTS.
SITE DATA
PARCEL ID:R07100-003-046-000,
R07100-003-568-000,
R07100-003-567-000
CURRENT ZONING:R-5 (PERFORMANCE RESIDENTIAL)
PROJECT ADDRESS:4606, 4618, 4626 S. COLLEGE RD.
WILMINGTON, NC 28412
CURRENT OWNER:RIVER BIRCH INVESTMENTS, LLC
PO BOX 538
WRIGHTSVILLE BEACH, NC 28480
TOTAL ACREAGE IN PROJECT BOUNDARY:6) $&
MAXIMUM DENSITY:8 D.U./ACRE
(8 X 5.18=41 D.U. ALLOWED)
PROPOSED UNITS:20 DUPLEX LOTS (40 UNITS)
APPROVED DENSITY:7.72 D.U./ACRE
MAXIMUM BUILDING HEIGHT:40'
ON-SITE IMPERVIOUS AREAS:
20 LOTS 76,000 S.F. (3,800 S.F. Per Lot)
ASPHALT ROAD 30,100 S.F.
CONCRETE SIDEWALK, C&G, ETC.10,475 S.F.
FUTURE (OPEN SPACE) 6,795 S.F.
TOTAL 123,370 S.F. (54.7%)
TOTAL OPEN SPACE REQUIREMENT: (20% OF SITE AREA)
REQUIRED 5.18 AC. X 20%= 1.04 AC
PROVIDED:1.27 AC
PROPOSED SEWER AND WATER DEMAND:
SEWER: (40) 3 BDRM RES. @ 360 GAL/RES. = 14,400 GPD
WATER: (40) 3 BDRM RES. @ 400 GAL/RES. = 16,000 GPD
ESTIMATED TRIP GENERATION (Per Trip Generation Manual):
40 RESIDENTIAL D.U. (ITE CODE 210)
AM PEAK: 33 PM PEAK: 42
DEVELOPMENT NOTES:
1. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH THE NEW HANOVER COUNTY UNIFIED
DEVELOPMENT ORDINANCE
2. PROJECT SHALL COMPLY WITH ALL FEDERAL, STATE & NEW HANOVER COUNTY REGULATIONS.
3. RUNOFF FROM ALL IMPERVIOUS SURFACES TO BE DIRECTED TO STORMWATER FACILITY
4. MIN. 10' SEPARATION BETWEEN BUILDINGS REQUIRED FOR PERFORMANCE RESIDENTIAL.
5. PROPOSED STREET TO MEET NEW HANOVER COUNTY SUBDIVISION ORDINANCE MINIMUM
STANDARDS FOR PRIVATE STREETS.
6. DEVELOPER IS RESPONSIBLE FOR STREET SIGN AND STREET LIGHTING INSTALLATION IN
ACCORDANCE WITH NEW HANOVER COUNTY SUBDIVISION ORDINANCE.
7. ALL OPEN SPACES, COMMON AREAS, PRIVATE ROW'S, EASEMENTS, AND DRAINAGE POND AREAS TO
BE MAINTAINED BY THE DEVELOPER UNTIL THEY'RE TURNED OVER TO THE HOME OWNERS
ASSOCIATION.
120'60'30'60'0'
Scale: 1"=60'
CZD CONDITIONS (Z21-11):
1.EACH RESIDENTIAL STRUCTURE SHALL INCLUDE AN ATTACHED GARAGE CONSISTENT
WITH THE ELEVATIONS SUBMITTED WITH THE REVISED PETITION.
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45' (PRIVATE) RIGHT OF WAY
24" VALLEY
CURB
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2" SF9.5A
8" ABC STONEBASE
5' SIDEWALK
PRIVATE ROAD SECTION A-A
NTS
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2 % Min.
2 % Min.
24" VALLEY
CURB
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2 % Min.
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