HomeMy WebLinkAboutProposed Preminary Plat 8.24.2016AUGUST 2016
FOR
PROJECT # 16289.PE
PRELIMINARY DESIGN - NOT RELEASED FOR CONSTRUCTION
5601 SOUTH COLLEGE ROAD
PERFORMANCE DEVELOPMENT SUBMITTAL
WHISKEY-NAVAJO
WILMINGTON, NORTH CAROLINA
SHEET INDEX
SHEET NUMBER SHEET TITLE
COVER SHEET
SITE PLAN
C-3.0 UTILITIES AND DRAINAGE PLAN
C-2.0
Know what's
R
NOTICE REQUIRED
ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED PRIOR TO THE BEGINNING OF ANY
CONSTRUCTION IN THE VICINITY OF SAID UTILITIES.
CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED
EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS PRIOR TO COMMENCEMENT
OF EXCAVATION OR DEMOLITION.
CONTRACTORS SHALL CONTACT OVERHEAD ELECTRIC PROVIDER TO COMPLY WITH FEDERAL OSHA 1910.333 MINIMUM
APPROACH DISTANCE TO ENERGIZED POWERLINES AND OSH 29 CFR 1926.1407-1411 MUST BE FOLLOWED.
CONTACT THESE UTILITIES
DEVELOPER:
LANDSCAPE ARCHITECT & CIVIL ENGINEER:
LAND SURVEYOR :
VICINITY MAP
NOT TO SCALE
I HEREBY CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN ACCORDANCE WITH THE
LATEST NEW HANOVER COUNTY ORDINANCES AND STORM WATER DESIGN MANUAL.
Signature:
Name and Title:
Date:
Registration Number:
WE HEREBY CERTIFY THAT WE ARE THE CURRENT DEVELOPER OF THE PROPERTY AND
THAT UPON RECEIPT OF "AUTHORIZATION TO CONSTRUCT" ANY CLEARING, GRADING,
CONSTRUCTION, OR DEVELOPMENT WILL BE PERFORMED IN ACCORDANCE WITH THIS
PLAN AND THE APPLICABLE ORDINANCES AND RULES OF NEW HANOVER COUNTY, THE
STATE OF NORTH CAROLINA, AND THE FEDERAL GOVERNMENT AND ITS AGENCIES WHICH
ARE HEREBY PART OF THIS PLAN. AS THE DEVELOPER, WE ACCEPT FULL RESPONSIBILITY
FOR THE CONSTRUCTION AND OPERATION AND MAINTENANCE OF THE PROPOSED
FACILITIES. WE WILL NOT ATTEMPT TO TRANSFER THIS RESPONSIBILITY WITHOUT THE
WRITTEN AUTHORIZATION OF NEW HANOVER COUNTY.
Signature:
Name and Title:
Date:
NEW HANOVER COUNTY
WHISKEY-NAVAJO DEVELOPMENT PARTNERS, LLC
P.O. Box 3649, Wilmington, NC 28406
PROPERTY OWNER:
TOPOGRAPHIC SURVEY-
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CLASS OF SURVEY: APOSITIONAL ACCURACY: 0.02 US FTTYPE OF GPS: STATICDATE OF SURVEY: MAY 2016.DATUM/EPOCH: NAD '83PUBLISHED FIXED CONTROL: FORT FISHER CORS ARPGEOID MODEL: GEOID12ACOMBINED GRID FACTOR: 1.00012861UNITS: US SURVEY FEET_________________ ______________SURVEYOR LICENSE NUMBER
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I, STEVEN L. BUIE, CERTIFY THAT THIS MAP WAS DRAWNUNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADEUNDER MY SUPERVISION (DEED DESCRIPTION - SEE TITLEREFERENCES); THAT THE BOUNDARIES NOT SURVEYED ARESHOWN AS BROKEN LINES; AND THAT THIS MAP MEETS THEREQUIREMENTS OF THE STANDARDS OF PRACTICE FORLAND SURVEYING IN NORTH CAROLINA (21 NCAC 56. 1600).THIS_______ DAY OF ____________, 2016.PROFESSIONAL LAND SURVEYOR L - 3402.22ndAUGUST I, STEVEN L. BUIE, CERTIFY:THAT THE SURVEY IS OF ANOTHER CATEGORY, SUCH AS THERECOMBINATION OF EXISTING PARCELS, A COURT-ORDEREDSURVEY, OR OTHER EXCEPTION TO THE DEFINITION OFSUBDIVISION (TRACT IS OVER 10 ACRES) PER G.S. 47-30(F)(11)(D);OCM NC GRID NAD 83
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SUBDIVISION ADJOINING OWNERSTANGLEWOOD SUBDIVISION: (ZIP: 28409)LOTADDRESSOWNER63250 CHEROKEE TR.NEW HANOVER COUNTY64302 CHEROKEE TR.KEVIN VENEZIALE65306 CHEROKEE TR.GREGORY & TERESA SW
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18 SINGLE FAMILY LOTS
PROJECT
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26 DUPLEX UNITS WITH 20' MIN.
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SITE DATA TABULATION
OWNER:DRY POND PARTNERS, LLC
PROJECT ADDRESS:PO BOX 3649
WILMINGTON, NC 28406
TAX PARCEL IDENTIFICATION #: R07100-004-004-000
TOTAL PARCEL AREA:133.45 AC
RECORDED DEED BOOK:DB 5373 PG 1557
CURRENT ZONING:R-15
PROPOSED ZONING:R-15 (PERFORMANCE RESIDENTIAL)
CAMA LAND USE CLASSIFICATION: TRANSITION
EXISTING LAND USE: UNUSED LAND
PROPOSED LAND USE: RESIDENTIAL
DIMENSION STANDARDS
NEW HANOVER COUNTY ZONING ORDINANCE
59.1.1-2.1 BUILDINGS ON THE PERIPHERY OF A PERFORMANCE RESIDENTIAL DEVELOPMENT SHALL
SETBACK NO LESS THAN TWENTY (20) FEET FROM THE ADJOINING PROPERTY LINE.
(6/16/86)
59.1.1-2.2 IN NO CASE SHALL ANY PART OF A DETACHED SINGLE-FAMILY DWELLING UNIT BE LOCATED
CLOSER THAN TEN (10) FEET TO ANY PART OF ANY OTHER DETACHED SINGLE-FAMILY
DWELLING; AND IN NO CASE SHALL ANY PART OF A MULTIPLE DWELLING UNIT BE LOCATED
CLOSER THAN TWENTY (20) FEET TO ANY PART OF ANOTHER DWELLING UNIT. (6/1/92)
OPEN SPACE
REQUIRED PROVIDED
170 LOTS x 0.03 AC/UNIT 5.10 AC 5.10 AC
ACTIVE OPEN SPACE 2.62 AC
PASSIVE OPEN SPACE 2.48 AC
5.10 AC
BUFFERYARD
BUFFER AGAINST RESIDENTIAL PROPERTIES IS EQUAL TO 50% OF REQUIRED SETBACK PER UDO
SECTION 62.1-4
FLOOD NOTE
THIS TRACT IS LOCATED IN FLOOD ZONE X (AREA DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL
CHANCE FLOODPLAIN) ACCORDING TO FEMA FLOOD INSURANCE RATE MAP NUMBER 3720312900J WITH
A DATE OF APRIL 3, 2006. SEE MAP FOR PRELIMINARY FLOOD DATA
ASSOCIATION MAINTENANCE
ALL BUFFERS AND PASSIVE / ACTIVE OPEN SPACE SHALL BE MAINTAINED BY THE HOMEOWNER'S
ASSOCIATION
TREE PRESERVATION
1.EXISTING TREE SURVEY INDICATES THE ONLY SIGNIFICANT TREES
ON SITE ARE AS SHOWN
2.ADDITIONAL SURVEY WILL VERIFY SIGNIFICANT AND
REGULATED TREES ON SITE
3.ALL TREES WILL BE PRESERVED OR REMOVED IN
ACCORDANCE WITH SECTIONS 62.1-3 AND 67
DENSITY DATA
TOTAL OVERALL SITE ACREAGE:$&
TOTAL PARENT PARCEL TO REMAIN:$&
TOTAL PERFORMANCE RESIDENTIAL R-15 TRACT ACREAGE: $&
DENSITY CALCULATIONS:
GROSS PERFORMANCE RESIDENTIAL R-15 TRACT ACREAGE:$&
LESS - APPROXIMATE WETLAND AREA:$&
LESS - APPROXIMATE STREAM AREA:$&
TOTAL AREA SUBTRACTED:$&
NET TRACT ACREAGE: $&
BUILDING UNITS (PERFORMANCE RESIDENTIAL ALLOWS 2.5 UNITS / ACRE)
ALLOWED UNITS:170 UNITS
(2.5 x 67.95)
PROPOSED UNITS: 170 UNITS
TOTAL RESIDENTIAL UNITS 170 UNITS
TOTAL TOWNHOMES:56 UNITS (PHASE 2A)
TOTAL DUPLEX:26 UNITS (PHASE 1)
TOTAL SINGLE FAMILY LOTS:88 TOTAL LOTS
PROPOSED SINGLE FAMILY LOTS
RANGE IN SIZE FROM:60' x 120' (7,200 SF)
TO
80' x 170' (13,600 SF)
(54) SINGLE FAMILY LOTS
VEGETATED BUFFER
STORMWATER POND
0 50 100 200 400
SCALE: 1"=100'
GRAPHIC SCALE
SLOPES= 3:1
24'
1/2" PER FT1/4" PER FT
MODIFIED VALLEY CURBSLOPES= 3:1
1'
50 FT R/W
6"-B25.0B BASE
1/4" PER FT
6" STONE
UNDER CURBING
1.5"-SF9.5A SURFACE
3'12'5'1'
1'1'
PAVING NOTE: ALL PAVING THICKNESS WILL BE DETERMINED BASED ON SOILS
DATA. NO TESTING HAS BEEN COMPLETED AT THIS TIME, SO A MINIMUM PAVING
SECTION HAS BEEN PROVIDED AND WILL BE FURTHER EVALUATED WITH THE
AVAILABILITY OF SOILS DATA.
JURISDICTIONAL
STREAM
PROJECT ROAD (50' ROW)
ROAD CONNECTION TO
ADJACENT PARCEL
(16) SINGLE FAMILY LOTS
VEGETATED BUFFER
VEGE
T
A
T
E
D
B
U
F
F
E
R
$&$&7,9(
OPEN SPACE W/
MAIL KIOSK
$&$&7,9(
OPEN SPACE
MAIL KIOSK FOR
TOWNHOMES
DUMPSTER LOCATION, TYP.
20' BOUNDARY SETBACK,
TYP. TO BE KEPT AS HOA
MAINTAINED BUFFER
N O R T H
SIGNIFICANT TREE, TYP.
25' COD SETBACK
(SWAMP FOREST
WETLANDS)
PROJECT ROADS
x ALL PROPOSED ROADS IN THIS DEVELOPMENT WILL BE BUILT TO NCDOT & NHC
STANDARDS. ALL ROADS WILL BE PUBLIC R.O.W.
x TOWNHOME SECTION WILL BE BUILT WITH PRIVATE DRIVEWAY WITH PARKING
IMPERVIOUS AREAS
RIGHT OF WAYS (INCLUDING AMENITY PARKING)7.53 AC
PARKING (TOWNHOMES)1.44 AC
TOTAL 8.97 AC
STREET LIGHTS
NEIGHBORHOOD STREET LIGHT MODELS AND LOCATIONS SHALL BE DESIGNED BY
DUKE ENERGY
502 MOHICAN
TRAIL
418 MOHICAN
TRAIL
EXISTING R.O.W.
JURISDICTIONAL DITCH
$&3$66,9(
OPEN SPACE
$&3$66,9(
OPEN SPACE
$&3$66,9(
OPEN SPACE
$&3$66,9(
OPEN SPACE
08
/
2
4
/
1
6
1"
=
1
0
0
'
AE
JR
C AE
LANDSCAPED MEDIAN
20' BOUNDARY BUFFER OFFSET FROM
NAVAHO TRAIL R.O.W.
AMENITY WITH ARBOR,
WALKWAY AND
MULTI-PURPOSE LAWN
AMENITY WITH ARBOR,
WALKWAY AND
MULTI-PURPOSE AREA
(56) TOWNHOME
UNITS W/ 20' MIN.
BETWEEN
STRUCTURES
PROPOSED PROPERTY
LINE BETWEEN
COMMERCIAL AND
RESIDENTIAL TRACTS
WOODED AREAS TO BE
LEFT IN NATURAL STATE
(TO GREATEST EXTENT
POSSIBLE) WITH
SELECTIVE CLEARING OF
INVASIVE PLANT
MATERIAL
PARE
N
T
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20' BOUNDARY SETBACK
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>
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1
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2122
232425
26
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31
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>
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41
42
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4546474849
50
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55
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61
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63646566
67
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72
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74
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80 81 82 83
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10' CF
P
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2
0
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:
08
/
2
4
/
1
6
08
/
0
1
/
1
6
NE
W
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I
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16289.PE
WH
I
S
K
E
Y
-
N
A
V
A
J
O
LOCATION MAP
SCALE: NTS
0 50 100 200 400
SCALE: 1"=100'
GRAPHIC SCALE
OVERHEAD ELECTRIC
WATER LINE
FORCEMAIN LINE
SANITARY SEWER LINE
STORM DRAINAGE LINE
EXISTING CONTOUR
RIGHT OF WAY
BOUNDARY LINE
FM FM FM
SS SS SS
W W W
OHE
LEGEND:
CENTERLINE
ADJOINER LINES
STORM INLET (CURB & DROP)
STORM MANHOLE
DRAINAGE FLOW ARROWS
PROPOSED CONTOUR20 NC
N
A
D
8
3
G
R
I
D
REMOVE EXISTING PIPE
AND DITCH
AND REPLACE WITH
PROPOSED PIPE
RELOCATE DUKE ENERGY
DISTRIBUTION POLE
STORMWATER POND
WITH LEVEL SPREADER AND 50-FT
VEGETATED FILTER AND
BYPASS PIPE OUTFALL
MOHICAN TRAIL
NCDOT DRIVEWAY CONNECTION
NAVAHO TRAIL
NCDOT DRIVEWAY CONNECTION
50
'
50-FT STREAM BUFFER
FOR STORMWATER
DIRECT DISCHARGES.
25' COD SETBACK
(SWAMP FOREST
WETLANDS)
JURISDICTIONAL
STREAM
JURISDICTIONAL DITCH
JURISDICTIONAL
STREAM BEGINS
(EXIST. 60" STEEL
PIPE)
REMOVE EXISTING PIPE
AND PLUG DITCH.
SEWER OUTFALL CONNECTION
(INV = 7.30')
8"x6" WATERLINE CONNECTION
502 MOHICAN
TRAIL
418 MOHICAN
TRAIL
EXISTING DRAINAGE
DITCHES TO BE RE-GRADED
EXISTING
DRAINAGE
DITCH TO BE
RE-ROUTED
PROPOSED
STREAM CROSSING
AND NATIONWIDE PERMITS.
8"x8" WATERLINE CONNECTION
10" FORCEMAIN VIA PS-071 WHITEHURST
AND 6" FORCEMAIN VIA PS-086 WEYBRIDGE
08
/
2
4
/
1
6
1"
=
1
0
0
'
AE
JR
C AE
SANITARY SEWER MANHOLE
FIRE HYDRANT ASSEMBLY
EXISTING HYDRANTS, TYP.
UTILITY AND DRAINAGE NOTES
1.WATER AND SEWER MAINS ARE PROPOSED TO BE PERMITTED BY NC
DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ) AND MAINTAINED
BY PUBLIC UTILITY (CAPE FEAR PUBLIC UTILITY AUTHORITY, CFPUA) UNLESS
OTHERWISE NOTED AS PRIVATE.
2.STORM DRAINAGE WITHIN PUBLIC RIGHT-OF-WAY IS PROPOSED TO BE
DESIGNED AND CONSTRUCTED TO NC DEPARTMENT OF TRANSPORTATION (NCDOT)
STANDARDS FOR NCDOT DEDICATION AND MAINTENANCE.
3.STORMWATER MANAGEMENT WILL BE MAINTAINED BY HOMEOWNER'S
ASSOCIATION OR DEVELOPER AS PERMITTED WITH NC DEPARTMENT OF
ENVIRONMENTAL QUALITY (NCDEQ) AND NEW HANOVER COUNTY
ENGINEERING.
4.ESTIMATED SEWER DEMAND = 61,200 GPD (170 UNITS X 360 GPD).
AVAILABLE SEWER CAPACITY IN WHISKEY CREEK (SSA-071) OF 127,000 GPD PER CFPUA.
5.MOST OF OFFSITE EXISTING UTILITIES WERE OBTAINED FROM CFPUA GIS SHAPEFILES
SO LOCATIONS MAY BE APPROXIMATE.
LEGEND:
DRAINAGE DITCHES>
TRANSMISSION (230kV) POLES
DISTRIBUTION POLES
PROPOSED HYDRANTS, TYP.EXISTING DITCH
PIPED.
EXISTING DITCH
PIPED.
EXISTING DITCH
PIPED.