Concept PlanSite Inventory Notes:
I . Soils Type: Ls (Lynchburg fine sandy loam) 4
Pn (Pante jo loam)
2. This property is not impacted by any AEC.
3. There are no Conservation Overlay boundaries
affecting this property.
4. This site is not impacted by any recognized
historic or archeological significance.
5. No cemeteries were evidenced on the site.
G. There is no regulated vegetation within the proposed
development area.
7. There are no Jurisdictional wetlands within the project
boundaries.
8. There is no evidence of endangered species or
habitat issues on the site.
9. This property is not within any Special Flood hazard
Area as evidenced on N.C. Flood Map 3720322000J.
10. The site dramage flows into the Ness Creek
watershed / 5C class waters.
I
146
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12
Units
Utility Notes:
I . Existing water and sanitary sewer services are
currently available to the site from Cape Fear
Public Utility Authority public mains.
2. All 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 CPPUA 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 343-3910 for information.
5. Any backflow prevention devices required by the CFPUA
will need to be on the list of approved devices by
USCPCCCHR or A55E.
G. Water t sewer services can not be activated on new mains
until the Engmeer's Certification and as-bullts are received
and "Final Approval" issued by the Public Water Supply Section
of NCDENR, and "Final Engmeermg Certification" issued by
Division of Water Quality Section of NCDENR.
7. If contractor desires CFPUA water for construction, he shall
apply in advance for this service and must provide a reduced
pressure zone (P.PZ) backflow prevention device on the
developer's side of the water meter box.
8. When PVC water mains and services are proposed, the pipes
are to be marked with No. 10 insulated, smgle-strand copper
wire installed t 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.
9. The contractor is responsible for the location
and protection or existing utilities during
construction. Call U-LOCO at I-800-G32-4949.
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 onginal item.
10. 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.
I I . Solid waste disposal will be serviced by private contractor.
107
• Existing
• Stormwater / / / / / ( Open
• �// �/ l i Space \ \ \ \
12 \
Units 30�\ \�\
¢) 12 3-5tory
Units
Pond ` \
Expansion 3-Story 12
; / �� \ \\ \
Units \\
3-5tory \
/ /-----,\ 12
Units
/ 12 • • • • d 3-5tory
Units II d
\ / 3-5tory c I •
Rachels
Place
5ectlon 3
M,3. 29/G4
Connect to existing _
stubbed pavement as
required by Life -Safety
regulations.
Development Notes:
I . All development shall be In accordance with
the New Hanover County Zoning Ordinance.
2. Project shall comply with all Federal, State
t- New Hanover County regulations.
Development Data:
Total Tract Area - 10.95 ac.
Maximum RMF-M Density -
1 0.95 ac. @ 17.0 units/ac. _
Total Unit5 Permitted - 18G
" 180 Units Proposed "
Parking:
@ 2 spaces / unit - 3GO spaces read-
** 302 Spaces Provided **
** Note: Parking analysis to be provided for
typical affordable housing needs.
Surface Coverage:
Rooftops - 52,900 s.f.±
Pavement - 9 1,300 5.f.±
walks - 18,500 5.f.±
Total - 192,700 5.f.± (40.4%)
12
Units
3-Story
12
U n I t 5
3-Story
Coy ,
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64 4403„ �
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General Notes:
I . NHCo Parcel No.:
322020.91 .7300
[ RO 3 3 00-003 -00 2 -0001
2. Total Rezoning Area: 9.GO ac.±
3. Existing Zoning: R-20 t- CZD R-10
Proposed - CZD R-5
4. CAMA Land Classification:
Community Mixed -use
Project No.:
23- 14
Scale:
1"=GO,
Date:
1 0/02/23
REVISon5:
\ U12 n is �
3-Story
Fire * Life Safety Notes:
I . New hydrants must be available for use prior to
construction of the buildmcJs 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
dunmg construction.
4. A minimum of 5' shall separate underground fire lines or
private water mains from other underground utilities.
5. Underground fire line * private water mains must be
permitted * mspected by the Fire Dept.
from the public right-of-way to the buildmg.
G. Construction Type - 513
7. Residences will not have sprinkler systems.
8. Landscaping or parking can not block or impede the
fire hydrants. A 3-foot (3') clear space
shall be maintained around the circumference
of hydrants.
Vicinity Map
(No Scale)
I 22' G-G
5'
WALK
I
GRASSED I 3: MAX.
W1 _ OO
(�, to W
3: I MAX \ 4,
SLOPE 4 �'
TO GRADE G
- _ _ SLOPE
MED�IVIALLEY
=0 GRADE
I '
2'-0" /2"
Way
GUTTER
Covenant Lane X-Section
12
Units \ \ \ Ivy Wood
3-5tory - \ \ at Runnymea e
\ \ 5ectlon
12 29/64
Units
3-5tory
° v • ° 12
• Units
3-Story \\� \��� \1��'���
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Comunity 3-5tory I/ I
Clubhouse
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/ I
1 Lot
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Graphic Scale
GO 50 40 30 20 10 0 30 GO