10122016 October 12 2016 TRC Agenda Package
TECHNICAL REVIEW COMMITTEE AGENDA
OCTOBER 12, 2016
New Hanover County’s Technical Review Committee (TRC) will meet on Wednesday, October
12, 2016 at 2:00 p.m. in the Lucie Harrell Conference Room (601), New Hanover County
Government Center, 230 Government Center Drive, Wilmington, NC to review the following
preliminary site plan:
2:00 p.m. Item 1: Whiskey-Navajo Development (Performance Plan) – Request by
Paramounte Engineering, Inc. for Whiskey-Navajo Development Partners, LLC to
consider preliminary site plan approval of a 170 unit residential project located
near the 5600 block of South College Road, east side.
Whiskey-Navajo Project History
Conceptual project was reviewed by members off the TRC in late April, 2016. Agency
observations pertaining to the project from each agency were provided to the PE in charge
several days after conceptual review. Project was reviewed by TRC September 21, 2016 and
“continued” by a vote of 5-0 due to a number of outstanding/unresolved concerns.
Site Plan Data
Zoning District: R-15 Residential
Water Service: Public (CFPUA)
Sewer Service: Public (CFPUA)
Road Designation: Public (one private road/parking area)
Project Access: Mohican Trail (public), Navaho Trail (public)
Lots: 170 (54 townhomes, 28 duplexes, 88 single family)
Acreage: 71.35
Comp Plan Classification: General Residential
TIA: Revised WMPO Scope for Project mailed October 3, 2016
Schools: Codington Elementary (over-capacity)
Myrtle Grove Middle (over-capacity)
Ashley High (over-capacity)
Soils: Seagate (Class II), Leon (Class III), Johnston (Class IV),
Murville (Class III), Kureb (Class I)
Planning Staff Observations
1) Legal access clarification to the vacant lots located near Navaho Trail
2) Unduplicated street names (may be submitted during final plat review process)
3) Transportation Impact Analysis (TIA) recommendations (pending)
OCTOBER 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-2.1 TREE SURVEY
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-
C-3.0 UTILITIES AND DRAINAGE PLAN
PRIVATE ROADS CERTIFICATE
I, __________________________ HEREBY CERTIFY THAT THE PRIVATE DRIVEWAY
AS DEPICTED ON SUBDIVISION PLAT______________ HAS BEEN DESIGNED,
INSTALLED, INSPECTED AND APPROVED IN ACCORDANCE WITH SECTION 52-4
OF THE OF THE NEW HANOVER COUNTY SUBDIVISION ORDINANCE AND ALL
APPLICABLE NEW HANOVER COUNTY CODES PRIOR TO FINAL PLAT APPROVAL
FOR ALL OR A PORTION OF THE SUBDIVISION.
BY CERTIFYING THE CONSTRUCTION OF THIS DRIVEWAY AS PRIVATE...THERE
ARE NO GUARANTEES OR ASSURANCE OF ACCEPTANCE OF SAID ROADS BY
NORTH CAROLINA DEPT. OF TRANSPORTATION.
__________________________________________________________
CERTIFIED PROFESSIONAL ENGINEER DATE
PRIVATE ROADS CERTIFICATION
I (WE) THE DEVELOPERS OF THE PROPOSED SUBDIVISION LOCATED IN THE
UNINCORPORATED AREA OF NEW HANOVER COUNTY UNDERSTAND THAT THE
DRIVEWAY ACCESSING THE TOWNHOUSE PORTION OF SAID SUBDIVISION IS
'(6,*1$7('35,9$7(,81'(567$1'7+$72:1(56+,3$1'0$,17(1$1&(
OF THE DRIVEWAY WILL BE THE RESPONSIBILITY OF THE DEVELOPER UNTIL
SUCH TIME THAT THE DEVELOPER DESIGNATES THE RESPONSIBILITY TO THE
3523(57<2:1(5
6$662&,$7,215(63216,%,/,7,(60867%($&&(37('%<
THE PROPERTY OWNER'S ASSOCIATION AS SPECIFIED IN THE PROPERTY
2:1(5&29(1$176)256$,'68%',9,6,217+(35,9$7('5,9(:$<,16$,'
SUBDIVISION IS TO BE CONSTRUCTED IN ACCORDANCE WITH SECTION 52-4 OF
THE NEW HANOVER COUNTY SUBDIVISION ORDINANCE AND ALL APPLICABLE
COUNTY CODES WHICH INCLUDES THE DESIGN, INSTALLATION, INSPECTION,
AND APPROVAL BY A LICENSED ENGINEER (P.E.) RECOGNIZED IN THE STATE OF
NORTH CAROLINA PRIOR TO FINAL PLAT APPROVAL FOR ALL OR A PORTION OF
THE SUBDIVISION. IF ALL OR A PORTION OF THE ROAD INFRASTRUCTURE
SYSTEM WITHIN THE SUBDIVISION IS BONDED THROUGH A SURETY,
PERFORMANCE BOND, OR CASH ESCROW, NO BOND SHALL BE RELEASED
UNTIL ALL ROAD CONSTRUCTION IMPROVEMENTS ARE COMPLETE AND
CERTIFIED BY THE PROFESSIONAL ENGINEER.
IT SHALL BE DISCLOSED TO THE PROSPECTIVE BUYER OF A LOT OR LOTS
WITHIN A SUBDIVISION THAT DRIVEWAY MAINTENANCE SHALL RUN THROUGH
THE PROPERTY OWNER'S ASSOCIATION IN PERPETUITY AFTER ACCEPTANCE
FROM THE DEVELOPER UNTIL SUCH TIME THAT THE DRIVEWAY IS RE-PLATTED
AS A PUBLICLY DESIGNATED ROAD AND TAKEN OVER FOR MAINTENANCE
THROUGH THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT)
OR APPROPRIATE GOVERNING AUTHORITY.
_____________________________________________________
SIGNATURE OF OWNER(S) DATE
CERTIFICATE OF DISCLOSURE FOR PRIVATE DEVELOPMENTS
I (WE) ACKNOWLEDGE THAT NEITHER THE STATE NOR THE COUNTY SHALL BE
RESPONSIBLE FOR MAINTENANCE OF ANY STREETS, PARKS, DRAINAGE, OPEN
SPACE OR OTHER AREAS WHICH ARE DESIGNATED FOR PRIVATE USE. I (WE)
ACKNOWLEDGE THAT PRIOR TO CONTRACTING WITH A PROSPECTIVE BUYER, I
SHALL GIVE THE BUYER A WRITTEN STATEMENT WHICH DISCLOSES THE
EXISTENCE AND LOCATION OF SUCH PRIVATE AREAS AND SPECIFIES THE
MAINTENANCE RESPONSIBILITIES FOR SAME. WHEN APPLICABLE, THE
STATEMENT SHALL DISCLOSE THAT THE DRIVEWAY WILL NOT BE
CONSTRUCTED TO MINIMUM STANDARDS SUFFICIENT TO ALLOW THEIR
INCLUSION ON THE STATE HIGHWAY SYSTEM FOR MAINTENANCE.
_______________________________________________________
SIGNATURE OF OWNER(S)DATE
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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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$&$0(1,7<$5($:,7+
POOL AND CLUBHOUSE WITH
MAILBOXES USED AS OPEN
SPACE
18 SINGLE FAMILY LOTS
PROJECT
ENTRANCE
EXIST
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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: AQUIFER RESOURCE PROTECTION AREA AND
WATERSHED RESOURCE PROTECTION
EXISTING LAND USE: UNUSED LAND
PROPOSED LAND USE: RESIDENTIAL
COMPREHENSIVE PLAN LAND USE:UNDEVELOPED
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 5.17 AC
ACTIVE OPEN SPACE 2.73 AC
PASSIVE OPEN SPACE 2.44 AC
5.17 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, DRAINAGE AREAS AND PASSIVE / ACTIVE OPEN SPACE SHALL BE MAINTAINED BY THE
HOMEOWNER'S ASSOCIATION
TREE PRESERVATION
1.ALL TREES WILL BE PRESERVED OR REMOVED IN
ACCORDANCE WITH SECTIONS 62.1-3 AND 67
2.REFER TO SHEET C-2.1 FOR EXISTING TREE INFORMATION
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: $&
BUILDING UNITS (PERFORMANCE RESIDENTIAL ALLOWS 2.5 UNITS / ACRE)
ALLOWED UNITS:170 UNITS
(2.5 x 67.95)
PROPOSED UNITS: 170 UNITS
TOTAL RESIDENTIAL UNITS 170 UNITS
TOTAL TOWNHOMES:54 UNITS (PHASE 2A)
TOTAL DUPLEX:28 UNITS (PHASE 1)
TOTAL SINGLE FAMILY LOTS:88 TOTAL LOTS
PROPOSED SINGLE FAMILY LOTS
RANGE IN SIZE FROM:60' x 120' (7,200 SF)
TO
80' x 170' (13,600 SF)
(54) SINGLE FAMILY LOTS
VEGETATED BUFFER
STORMWATER POND
0 50 100 200 400
SCALE: 1"=100'
GRAPHIC SCALE
JURISDICTIONAL
STREAM
RESIDENTIAL COLLECTOR
ROAD (60' ROW)
ROAD CONNECTION TO ADJACENT PARCEL
(26'W G-G, TAPERS TO 30'W AT CONNECTION)
(16) SINGLE FAMILY LOTS
VEGETATED BUFFER
VEG
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$&$&7,9(
OPEN SPACE W/
MAIL KIOSK
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OPEN SPACE
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 RIGHT OF WAY
x THERE SHALL BE NO ENCUMBRANCES WITHIN THE NCDOT RIGHT OF WAY
x ONLY NCDOT APPROVED MATERIALS ARE TO BE USED WITHIN THE RIGHT OF WAY
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
BEDROOMS
- TOWNHOUSES WILL HAVE APPROXIMATELY 2-3 BEDROOMS PER UNIT
- SINGLE FAMILY HOMES WILL HAVE APPROXIMATELY 3-4 BEDROOMS
502 MOHICAN
TRAIL
418 MOHICAN
TRAIL
EXISTING 60' R.O.W.
JURISDICTIONAL DITCH
$&3$66,9(
OPEN SPACE
$&3$66,9(
OPEN SPACE
10
/
0
4
/
1
6
1"
=
1
0
0
'
AE
JR
C
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20' BOUNDARY BUFFER OFFSET FROM
NAVAHO TRAIL GREENWAY EASEMENT
AMENITY WITH ARBOR,
WALKWAY AND
MULTI-PURPOSE LAWN
AMENITY WITH ARBOR,
WALKWAY AND
MULTI-PURPOSE AREA
(54) 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
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20' BOUNDARY SETBACK
PROPOSED PROJECT BOUNDARY
50' JURISDICTIONAL
STREAM BUFFER
FUTURE PROPOSED ROADWAY
CONNECTION TO FOX RUN
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.
8'18'26'18'8'
SIDEWALK SIDEWALK 3$5.,1*67$// 3$5.,1*67$//PRIVATE DRIVE
34' G-G13'
5'7'1'1'
13'
5'7'1'1'
1/4" PER FT1/4" PER FT 1/2" PER FT1/2" PER FT
MODIFIED VALLEY CURB
6" STONE
UNDER CURBING
6"-B25.0B BASE
1.5"-SF9.5A SURFACE
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.
SLOPES= 3:1
SLOPES= 3:1
60' RIGHT OF WAY
26' G-G12'
5'6'1'1'
12'
5'6'1'1'
1/4" PER FT1/4" PER FT
MODIFIED VALLEY CURB 6" STONE
UNDER CURBING
6"-B25.0B BASE
1.5"-SF9.5A SURFACE
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.
SLOPES= 3:1
SLOPES= 3:1
50' RIGHT OF WAY
2%2%
TURNDOWN CURB
AT SIDEWALK 6"-B25.0B BASE
1.5"-SF9.5A SURFACE
EXISTING TREE, TYP.
REFER TO SHEET C-2.1 FOR
TREE EXHIBIT
10' x 70' DOT SIGHT
TRIANGLE, TYP.
DUMPSTER LOCATIONMAIL KIOSK FOR
TOWNHOMES
28 DUPLEX UNITS WITH 20' MIN.
BETWEEN STRUCTURES
ADA CURB RAMPS AND
CROSSWALKS, TYP.
25' GUY WIRE AND
TRANSMISSION POLE
EASEMENT
$&3$66,9(
OPEN SPACE
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WATER OAK,
CHERRY LAUREL,
RED BAY
LOBLOLLY AND
LONG LEAF PINES
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0 50 100 200 400
SCALE: 1"=100'
GRAPHIC SCALE
N O R T H
10
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AE
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SPARSE 6"-9"
LOBLOLLY PINES
4"-6" WATER OAKS
MIX OF LOBLOLLY
AND LONG LEAF
PINES
4"-6" TURKEY &
WATER OAKS
8"-12" LOBLOLLY
PINES
24" OAK
48" OAK
9" MAGNOLIA
30" OAK
24" OAK
24" OAK
24" PINE 24" PINE
24" PINE
24" OAK
40" OAK
MIX OF 8" - 14"
WATER OAK,
CHERRY LAUREL,
RED BAY
LOBLOLLY AND
LONG LEAF PINES
MIX OF 8" - 14"
WATER OAK,
CHERRY LAUREL,
RED BAY
LOBLOLLY AND
LONG LEAF PINES
MIX OF 8" - 14"
WATER OAK,
CHERRY LAUREL,
RED BAY
LOBLOLLY AND
LONG LEAF PINES
MIX OF 8" - 14"
WATER OAK,
CHERRY LAUREL,
RED BAY
LOBLOLLY AND
LONG LEAF PINES
MIX OF 8" - 14"
WATER OAK,
CHERRY LAUREL,
RED BAY
LOBLOLLY AND
LONG LEAF PINES
4"-6" TURKEY &
WATER OAKS
TREE EXHIBIT NOTES:
1.SIGNIFICANT TREE SURVEY DATED SEPTEMBER 21, 2016 PROVIDED BY PORT
CITY LAND SURVEYING.
2.LARGE MASSES OF TREES NOT CHARACTERIZED AS SIGNIFICANT WERE
IDENTIFIED ON-SITE BY PARAMOUNTE ENGINEERING SEPTEMBER 26, 2016.
3.NO SIGNIFICANT TREES WERE FOUND IN LARGE MASS BLOCKS, SO BLOCK
GROUP LABELS DESCRIBE THE GENERAL CHARACTERISTICS OF TREES IN
EACH REGION OF SITE.
4.TREES WITHIN THESE BLOCKS WILL BE SELECTIVELY REMOVED FOR
HOMESITES, ETC.; HOWEVER THE MAJORITY OF TREES LOCATED IN BUFFERS
AND OPEN SPACE AREAS WILL BE PRESERVED TO THE GREATEST EXTENT
POSSIBLE.
REQUIRED MITIGATION TREES WILL BE PLANTED BACK
ON SITE AS STREET TREES AND ENHANCEMENTS IN
AMENITY AND OPEN SPACE AREAS.
OHE
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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 N
C
N
A
D
8
3
G
R
I
D
REMOVE EXISTING PIPE
AND DITCH
AND REPLACE WITH
PROPOSED PIPE
POSSIBLE DUKE ENERGY
DISTRIBUTION POLE
TO BE RELOCATED
STORMWATER POND WITH 10-FT
MAINTENANCE ACCESS
MOHICAN TRAIL
NCDOT DRIVEWAY CONNECTION
NAVAHO TRAIL
NCDOT DRIVEWAY CONNECTION
50
'
25' COD SETBACK
(SWAMP FOREST
WETLANDS)
JURISDICTIONAL
STREAM
JURISDICTIONAL DITCH
JURISDICTIONAL
STREAM BEGINS
(EXIST. 60" STEEL
PIPE)
REMOVE EXISTING PIPE
AND PLUG DITCH.
PUBLIC GRAVITY SEWER 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 404/401 STREAM
CROSSING IMPACT.
8"x8" POSSIBLE WATERLINE CONNECTION
10" FORCEMAIN VIA PS-071 (WHITEHURST)
AND 6" FORCEMAIN VIA PS-086 (WEYBRIDGE)
LOCATED BY GIS
10
/
4
/
1
6
1"
=
1
0
0
'
AE
JR
C
AE
SANITARY SEWER MANHOLE
FIRE HYDRANT ASSEMBLY
EXISTING HYDRANTS PER GIS, TYP.
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.STORMWATER MANAGEMENT WILL BE A SINGLE WET DETENTION BASIN THAT IS
DESIGNED TO CONTROL AND TREAT THE 1.5" OF RUNOFF AT 90% TSS AND THE PRE VS
POST DEVELOPED RUNOFF FOR THE 2, 10, & 25 YEAR EVENTS.
5.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.
6.MOST OF OFFSITE EXISTING UTILITIES WERE OBTAINED FROM CFPUA GIS SHAPEFILES
SO LOCATIONS MAY BE APPROXIMATE.
LEGEND:
DRAINAGE DITCHES>
TRANSMISSION (230kV) POLES
DISTRIBUTION POLES
FIRE HYDRANT LOCATION
BETWEEN SIDEWALK
AND BACK OF CURB, TYP.
EXISTING DITCH
PIPED.
EXISTING DITCH
PIPED.
EXISTING DITCH
PIPED.
FIRE HYDRANT ASSEMBLY, TYP.
PLUG AND FILL-IN DITCH.
1.NEW HYDRANTS MUST BE AVAILABLE FOR USE PRIOR TO CONSTRUCTION OF THE BUILDINGS
WITHIN ANY DEVELOPMENT.
2. HYDRANTS MUST BE LOCATED WITHIN 8' OF THE CURB.
3. CONTRACTOR SHALL MAINTAIN AN ALL WEATHER ACCESS FOR EMERGENCY VEHICLES AT ALL
TIMES DURING CONSTRUCTION.
4. A MINIMUM OF 4' SHALL SEPARATE UNDERGROUND FIRE LINES OR PRIVATE WATER MAINS
FROM OTHER UNDERGROUND UTILITIES.
5. UNDERGROUND FIRE LINE & PRIVATE WATER MAINS MUST BE PERMITTED & INSPECTED BY
NEW HANOVER COUNTY FIRE SERVICES FROM THE PUBLIC RIGHT-OF-WAY TO THE BUILDING(S).
6. CONSTRUCTION TYPE -V (WOOD-FRAMED HOUSING, NON-SPRINKLED).
7. ANY FDC MUST BE WITHIN 150' OF A FIRE HYDRANT & WITHIN 40' OF FIRE APPARATUS
PLACEMENT.
8. LANDSCAPING OR PARKING CAN NOT BLOCK OR IMPEDE THE FDC OR FIRE HYDRANTS. A
3-FOOT (3') CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF
HYDRANTS AND FDC.
1.SITE BOUNDARY, TOPOGRAPHY, TREES, AND WETLAND INFORMATION TAKEN FROM
SURVEY PROVIDED BY PORT CITY SURVEYING, PLLC. ADJACENT PROPERTY LINES
ARE BASED ON NEW HANOVER COUNTY G.I.S. DATA AND ARE APPROXIMATE.
2.EXISTING WATER AND SEWER INFORMATION PROVIDED BY CAPE FEAR PUBLIC UTILITY
AUTHORITY. LOCATIONS ARE APPROXIMATE. EXISTING PUBLIC WATER AND SEWER
LINES ARE OWNED BY CAPE FEAR PUBLIC UTILITY AUTHORITY. WATER AND SEWER
SERVICES SHALL MEET CFPUA DETAILS AND SPECIFICATIONS.
3.THE PROPERTY IS LOCATED WITHIN A 100-YEAR FLOOD ZONE, BUT NOT THE PROJECT.
4.404 STREAMS AREAS EXIST ON THE SITE, BUT NO WETLANDS.
5.ALL UTILITIES SHALL BE UNDERGROUND.
6.TRASH TO BE STORED IN ROLL-OUT CONTAINER(S) FROM RESIDENCES.
7.SITE SIGNAGE WILL BE LOCATED AND APPROVED BY THE NEW HANOVER COUNTY
PLANNING DEPARTMENT.
8.TACTILE WARNING MATS WILL BE INSTALLED ON ALL WHEELCHAIR RAMPS.
9.NO EXISTING DRIVEWAYS ARE TO BE CLOSED.
10.CONTRACTOR SHALL MAINTAIN ALL-WEATHER ACCESS FOR EMERGENCY VEHICLES AT
ALL TIMES DURING CONSTRUCTION.
11.STOP SIGNS AND STREET SIGNS TO REMAIN IN PLACE DURING CONSTRUCTION.
12.PROTECTIVE FENCING IS TO BE PROPERLY MAINTAINED THROUGHOUT THE DURATION
OF THE PROJECT.
13.NO EQUIPMENT IS ALLOWED ON SITE UNTIL ALL TREE PROTECTION FENCING AND SILT
FENCING IS INSTALLED AND APPROVED. PROTECTIVE FENCING IS TO BE MAINTAINED
THROUGHOUT THE DURATION OF THE PROJECT, AND CONTRACTORS SHALL RECEIVE
ADEQUATE INSTRUCTION ON TREE PROTECTION METHODS ESPECIALLY PROTECTION
OF LIVE OAK ROOTS. ANY TREES AND/OR AREAS DESIGNATED TO BE PROTECTED
MUST BE PROPERLY BARRICADED WITH FENCING AND PROTECTED THROUGHOUT
CONSTRUCTION TO INSURE THAT NO CLEARING AND GRADING OR STAGING OF
MATERIALS WILL OCCUR IN THOSE AREAS.
TECHNICAL NOTES
TECHNICAL NOTES FIRE AND LIFE SAFETY NOTES
1
0
'
50-FT STREAM BUFFER
AND VEGETATED FILTER STRIP.
LOW FLOW BYPASS PIPE
HIGH FLOW RISER-BARREL OUTFALL.
10
'