NCC221907_Site Plan or Location Map_20220519

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BENNETT RESIDENTIAL
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R05520-007--004-000
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USE: SINGLE FAMILY
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EXISTING POWER CITY OF WILMINGTON
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USE: SCHOOL
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STW PROPERTIES LLC 'j
R05520-008--026-000
ZONE: R-10
USE: UNUSED LAND
DB: 1651
PG: 158
DELLINGER LEWIS K
TALMA F
R05520-008-027-000
ZONE: R-10 f
USE: SINGLE FAMILY
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For each open utility cut
of
City streets, a $325
permit
shall be required from the
City prior to occupancy
and/or project
acceptance.
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R05520-008-040-000
ZONE: R--10
USE: SINGLE FAMILY
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DB: 5489
PG: 605
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NORTH CARQLINA
.5
Approved Construction Plan
Date: 6/29/21
# 2020020
SWP�{�#: 2021 028
PO, CWr Tv, MB, BM
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10' DRAII AGE EASEMENT
3:1 OPEN GRASS SWALE
USE E�OSION CONTROL MATTING
IN TMI� AREA OF 3:1 SWALE
I
NOTES:
ZONING
1) TOPOGRAPHY AND TREE SURVEY COMPLETED BY DANFORD AND
ASSOC.
2) PERMITFING OF SIGNAGE IS A SEPARATE PROCESS. CITY OF
WILMINGTON WILL NOT ALLOW OBSTRUCTIONS WITHIN THE RIGHT-OF-WAY.
3) CONTRACTOR SHALL FIELD VERIFY SIZE, MATERIAL, INVERTS AND
LOCATION OF ALL EXISTING UTILITIES PRIOR TO INSTALLATION OF
PROPOSED CONNECTIONS.
4) EXISTING EASEMENTS AS SHOWN, PROPOSED EASEMENTS AS SHOWN,
5) CONTRACTOR SHALL MAINTAIN ALL --WEATHER ACCESS FOR EMERGENCY
VEHICLES AT ALL TIMES DURING CONSTRUCTION.
6) UNDERGROUND FIRE LINE(S) MUST BE PERMITTED AND INSPECTED BY
THE WILMINGTON FIRE DEPARTMENT FROM THE PUBLIC RIGHT-OF-WAY TO
THE BUILDING. CONTACT THE WILMINGTON FIRE DEPARTMENT DIVISION OF
FIRE AND LIFE SAFETY AT 910-341-0696.
SOLID WASTE
1) SITE TO USE ROLL OUT CARTS.
TRAFFIC
1) ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS -OF -WAY AND FOR
DRIVEWAYS ARE TO BE THERMOPLASTIC AND MEET CITY AND/OR NCDOT
STANDARDS.
2) IT SHALL BE THE RESPONSIBILITY OF THE SUBDIVIDER TO ERECT OFFICIAL
STREET NAME SIGNS AT ALL INTERSECTIONS ASSOCIATED WITH THE SUBDIVISION
IN ACCORDANCE WITH THE TECHNICAL STANDARDS AND SPECIFICATIONS MANUAL.
THE SUBDIVIDER MAY ACQUIRE AND ERECT OFFICIAL STREET NAME SIGNS OR
MAY CHOOSE TO CONTRACT WITH THE CITY TO INSTALL THE STREET SIGNS AND
THE SUBDIVIDER SHALL PAY THE COST OF SUCH INSTALLATION. CONTACT
TRAFAC ENGINEERING AT 34-1-7888 TO DISCUSS INSTALLATION OF TRAFFIC AND
STREET NAME SIGNS. PROPOSED STREET NAMES MUST BE APPROVED PRIOR TO
INSTALLATION OF STREET NAME SIGNS.
3) TRAFFIC CONTROL DEVICES (INCLUDING SIGNS AND PAVEMENT
MARKINGS) 1N AREAS OPEN TO PUBLIC TRAFFIC ARE TO MEET MUTC❑
(MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES) STANDARDS.
4) CONTACT TRAFFIC ENGINEERING AT 341-7888 TO ENSURE THAT ALL
TRAFFIC SIGNALS FACILITIES AND EQUIPMENT ARE SHOWN ON THE PLAN.
5) CALL TRAFFIC ENGINEERING AT 341--7888 FORTY --EIGHT HOURS PRIOR
TO ANY EXCAVATION IN THE RIGHT-OF-WAY.
6) ANY BROKEN OR MISSING SIDEWALK PANELS, DRIVEWAY PANELS AND
CURBING WILL BE REPLACED.
7) CONTACT TRAFFIC ENGINEERING AT 741-7888 TO DISCUSS STREET
LIGHTING OPTIONS.
8) ALL TRAFFIC CONTROL SIGNS AND MARK€NGS OFF THE RIGHT-OF-WAY
ARE TO BE MAINTAINED BY THE PROPERTY OWNER IN ACCORDANCE WITH
MUTC❑ STANDARDS.
9) NO ROWS TO BE CLOSED.
10) NO STREETS PROPOSED.
1 1) NO OFF SITE PARKING PROPOSED.
12) PRIVATE ACCESS EASEMENTS IS PROPOSED.
13) TRAFFIC ENGINEERING MUST APPROVE A PAVEMENT MARKING PRIOR
TO ACTUAL STRIPING.
14) ALL PARKING STALL MARKING AND LANE ARROWS WITHIN THE
PARKING AREA SHALL BE WHITE.
15) STOP SIGNS AND STREET SIGNS TO REMAIN IN PLACE DURING
CONSTRUCTION.
16) A UTILITY CUT PERMIT IS REQUIRED FOR EACH OPEN CUT OF A CITY
STREET. CONTACT 341-5888 FOR MORE DETAILS. IN CERTAIN CASES
AN ENTIRE RESURFACING OF THE AREA BEING OPEN CUT MAY BE
REQUIRED.
17) A LANDSCAPING PLAN INDICATING THE LOCATION OF REQUIRED
STREET TREES SHALL BE SUBMITTED TO THE CITY OF WILMINGTON
TRAFFIC ENGINEERING DIVISION AND PARKS AND RECREATION DEPARTMENT
FOR REVIEW AND APPROVAL PRIOR TO THE RECORDING OF THE FINAL
PLAT. (SD 15-14 CofW TECH STDS)
LANDSCAPING
1) A LANDSCAPING PLAN INDICATING THE LOCATION OF REQUIRED STREET
TREES SHALL BE SUBMITTED TO THE CITY OF WILMINGTON TRAFFIC
ENGINEERING DIVISION AND THE PARKS AND RECREATION DEPARTMENT
FOR REVIEW AND APPROVAL PRIOR TO THE RECORDING OF THE FINAL
PLAT,
2) NO OBSTRUCTIONS ARE PERMITTED IN THE SPACE BETWEEN THIRTY
(30) INCHES AND TEN (10) FEET ABOVE THE GROUND WITHIN THE
TRIANGULAR SITE DISTANCE.
3) PRIOR TO ANY CLEARING, GRADING OR CONSTRUCTION ACTIVITY, TREE
PROTECTION FENCING WILL BE INSTALLED AROUND PROTECTED TREES OR
GROVES OF TREES AND NO CONSTRUCTION WORKERS, TOOLS, MATERIALS,
OR VEHICLES ARE PERMITTED WITHIN THE TREE PROTECTION FENCING.
4) ANY TREES AND/OR AREAS DESIGNATED TO BE PROTECTED MUST BE
PROPERLY BARRICADED WITH FENCING AND PROTECTED THROUGHOUT
CONSTRUCTION TO INSURE THAT NO CLEARING, GRADING OR STAGING OF
MATERIALS WILL OCCUR IN THOSE AREAS.
5) 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 INSTRUCTIONS ON
TREE PROTECTION METHODS.
CFPUA
1) WATER AND SEWER SERVICE SHALL MEET CAPE FEAR PUBLIC UTILITY
AUTHORITY (CFPUA) DETAILS AND SPECIFICATIONS.
2) PROJECT SHALL COMPLY WITH THE CFPUA CROSS CONNECTION
CONTROL REQUIREMENTS. WATER METER(S) CANNOT BE RELEASED UNTIL
ALL REQUIREMENTS ARE MET AND THE STATE HAS GIVEN THEIR FINAL
APPROVAL..
3) IF THE 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
DEVELOPERS SIDE OF THE WATER METER BOX.
4) ANY IRRIGATION SYSTEM SUPPLIED BY CFPUA WATER SHALL COMPLY
WITH THE CFPUA'S CONNECTION CONTROL REGULATION. CALL 332-6419
FOR INFORMATION.
5) ANY BACKFLOW PREVENTION DEVICES REQUIRED BY CFPUA WILL NEED
TO BE ON THE LIST OF APPROVED DEVICES FOR USCFCCCHR OR ASSE.
6) PUBLIC WATER AND SEWER EXIST WITHIN WRIGHTSVILLE AVE. R/W. NO
RECORDS OF INDIVIDUAL EASEMENTS EXIST.
7) CONTACT THE NORTH CAROLINA ONE CALL CENTER AT
1-800-632-4949 PRIOR TO DOING ANY ❑IVGING, CLEARING OR
GRADING.
8) ANY IRRIGATION SYSTEM SHALL BE EQUIPPED WITH A RAIN AND
FREEZER SENSOR.
9) CONTRACTOR TO FIELD VERIFY EXISTING WATER AND SEWER SERVICE
LOCATIONS, SIZES AND MATERIALS PRIOR TO CONSTRUCTION. ENGINEER
TO BE NOTIFIED OF ANY CONFLICTS.
DRAINAGE
1) INVERTED CROWN TO DROP INLETS TO DETENTION POND.
2) ALL ONSITE LOT AND ACCESS EASEMENT DRAINAGE TO BE DIRECTED
TO DETENTION POND.
FIRE AND LIFE SAFETY
ADDITIONAL FIRE PROTECTION AND/OR ACCESSIBILITY REQUIREMENTS MAY
BE REQUIRED DUE TO ANY SPECIAL CIRCUMSTANCES CONCERNING THE
PROJECT.
MARKET ST
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LOCATION MAP
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NTS
S ITE DATA:
REVISIONS
ate Description
By
-SHOW OPEN CUT
EJW
24-20
:COW COMMENTS
EJW
z4-21
;COW COMMENTS
EJW
30-2t?
ACB
COW SW
ACB
a3-21,COMMENTS
-COW SIN
AC$
1e-21 COMMENTS
:REMOVE RAMP
ACB
22-21=AND TACT. MATS
PIN NUMBERS PID: R05520-008--068-000
PID: R05520-•008-067-000
PROPERTY OWNER
STW PROPERTIES, LLC
PROJECT ADDRESS
5030 HEIDE DR.
5032 HEIDE DR.
TRACT AREA
78,457 SF (1.80 Ac)
ZONING DISTRICT
R-10
AREA NOT IN A FEMA 100--YEAR FLOOD ZONE
CAMA LAND USE
URBAN
Q
PROPOSED ZONING
R-10
PROPOSED USE SQUARE FOOTAGE(S)
OF USE(S) N/A
NUMBER OF UNITS/BEDROOMS
8/20
BUILDING CONSTRUCTION TYPE
TBD
�+
BUILDING LOT COVERAGE PERCENTAGE
LOT 1
16%
LOT 2
16%
i-4
LOT 3
16%
C)
LOT 4
21 %
z
BUILDING HEIGHT / # OF STORIES
1
SF PER FLOOR
2,850 SF
BUILDING SETBACKS - REQUIRED AND
PROPOSED
REQUIRED
FRONT: 30 FT
SIDE: 10
E -I
H
z
REAR: 25
PROPOSED
FRONT: 30 FT
r�
SIDE: 10
Q
Q
REAR: 25
z
PARKING SPACES
N/A
0
EXISTING IMPERVIOUS AREA
0 SF
C
Fq
H
PROPOSED ON SITE IMPERVIOUS AREA
H
LOTS (6,190 SF PER LOT)
24,760 SF
ACCESS ROAD
4,920 SF
-
SIDEWALK
2,020 SF
FUTURE
1,225 SF
TOTAL
32,925 SF
0.76 AC (42%) SF
co
PROPOSED OFF SITE IMPERVIOUS CONCRETE 2,013 SF
.05 AC
Z
\2
DISTURBED AREA
92,898 SF (2.13 AC)
Q
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NUMBER OF UNITS
4 LOTS
p
RECREATION AREA - (0.03 AC/UNIT)
(4 UNITS X .03) = 0.12 AC REQ'D
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LIMITS OF DISTURBANCE
TSF X TSF TEMPORARY SILT FENCE
EXIST. FIRE HYDRANT
-- - R/W LINE
BOUNDARY LINE
-- -- SD STORMWATER
5S PROPOSED SANITARY SEWER
W PROPOSED WATER
PROPOSED CONCRETE
SITE PLAN
BAR SCALE 7 '-Jo`
DATE 06-18-20
DESIGN
PGT
DRAWN
BJH
C2
3o' 15' 0' 30' so' 90' SHEET 2 OF 7
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