NCC222973_Site Plan or Location Map_20220819

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Live Oak /
Crossroads, LLC
D.B.6o -1329
37
Zoning: CB (CD)
Land Use: Commercial
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SITE DATA
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PARCEL ID:
R05017-001-oo6-000
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ZONING:
RB-REGIONAL BUSINESS
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CAMA LAND USE CLASSIFICATION:
URBAN
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S.R. 1186 r _
- - _ PROJECT ADDRESS
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24o RACINE DR.
WILMINGTON, NC 28403
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BOULEVARD
E-RENSION
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_ _ _ CURRENT OWNERS:
MATT PROPERTIES III LLC
INDEPENDEl
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3356 GRANVILLE DR
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WIDTI VARIES)
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RALEIGH, NC 276o9
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(R/W
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_---_----_-_
TOTAL ACREAGE IN PROJECT BOUNDARY
54,893 S.F. (1.26 AC.)
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UPGRADE EX. H/C RAMPS TO � �
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- � TOTAL DISTURBED AREA:
0.9 AC.
CURRENT CITY STANDARDS
_ - ° EX. SIDEWALK _ - - n/ CONCRETE
_ CONCRETE CURBING
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City of Wilmin ton I
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D.B.1452-839 `
/ i City of Wilmington
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�aa D.B.1452-324 Zoning: CB ±34.0
/ Land Use: Vacant
/ Zoning: CB ` G� E
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// �E RETAINING WALL o GK 3.4
/ City.6f Wilmingtc 0H - P�STATIONS CANOPY FR 2 3j•
_ (DESIGN BY OTH \ Cl #1 / 1 I 3
RIM: 32.8,
/ OHE i �♦ INV. 29.5
-OH Zoning: CB 30' UTILITY EASEME - - - - - _ - - TW: 3 5
Land Use: Vacant0CA'rTkN
EX SWALE L�li PINGAPPROX L,- �ULa
/ - 6°.y.y... M� 33.1 33.35 33•
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RIM: 32.8 '32-- . L J y J L J L � W W W W I
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33• 4• 34.9
pROpSA�-VASH BUILDING 34.9
TW: 33.8 FFE: 35.o W
DRAINAGE EASEMENT / /
/ MAP BOOK 37, PAGE 251 _ / 34.9-
(PRIVATE)
/ 0.495 ACRES I��W 6 a WALK �' ° UP 33. 5
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68" CMP D.B.1452-839
/ Zoning: CB \ \
I Land Use: Vacant
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II 30' UTILITY EASE
3.5
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15 yl I a' T.R. 32.25'
W
O TEMP. CONSTRUCTION
ENTRANCE
EX. ASPHALT
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30.62'
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EXISTING STORMWATER
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POND
20' CONSTRUCTION & DRAINAGE EASEMENT
STATE HIGHWAY COMMISSION
DEED BOOK 704, PAGE 624
DEED BOOK 719, PAGE 443
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I.E. 26.33'
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GENERAL UTILITY
EASEMENT
CITY OF WILMINGTON
DEED BOOK
1403, PAGE 836 n/f
Nadar Abdelhamid
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D.B. 6069-2870
` Zoning: CB (CD)
Land Use: Proposed
MAINTENANCE PLAN:
i. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION
FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE, LESS THAN ONCE EVERY WEEK AND
WITHIN 24 HOURS OF EVERY HALF INCH RAINFALL.
2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL BE PERIODICALLY
TOP -DRESSED WITH AN ADDITIONAL 2 INCHES OF 2-3 INCH STONE TO MAINTAIN PROPER DEPTH. THEY
WILL BE MAINTAINED IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE SITE.
IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED, WASHED OR TRACKED ONTO THE
CONSTRUCTION ENTRANCE OR ROADWAYS.
3. SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL INLET PROTECTION, ROCK
DOUGHNUT INLET PROTECTION, SEDIMENT TRAP BAFFLES, AND ROCK PIPE INLET PROTECTION WHEN THE
DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. ROCK WILL BE CLEANED OR
REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS AS DESIGNED. DEBRIS WILL BE REMOVED
FROM THE ROCK AND HARDWARE CLOTH TO ALLOW PROPER DRAINAGE. SILT SACKS WILL BE EMPTIED
ONCE A WEEK AND AFTER EVERY RAIN EVENT. SEDIMENT WILL BE REMOVED FROM AROUND BEAVER
DAMS, DANDY SACKS AND SOCKS ONCE A WEEK AND AFTER EVERY RAIN EVENT.
4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES HALF FILLED. THE
SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. STAKES MUST BE STEEL.
STAKE SPACING WILL BE 6 FEET MAX. WITH THE USE OF EXTRA STRENGTH FABRIC, WITHOUT WIRE
BACKING. STAKE SPACING WILL BE 8 FEET MAX WHEN STANDARD STRENGTH FABRIC AND WIRE BACKING
ARE USED. IF ROCK FILTERS ARE DESIGNED AT LOW POINTS IN THE IN THE SEDIMENT FENCE THE ROCK
WILL BE REPAIRED OR REPLACED IF IT BECOMES HALF FULL OF SEDIMENT, NO LONGER DRAINS AS
DESIGNED OR IS DAMAGED.
RB Independence, LLC
`LO / I ATCH EX. ASPHALT
34i �� I 33 6
34.15 34.25 .25 D.B. 5179-2950
33.43 � / 4.1 's I I
/ � 30' ACCESS EASEMENT Zoning: CB (CD)
W I Land Use: Commercial
33.7 33' �� TEMP. CONSTRUCTIONrz (INGRESS & EGRESS)
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/ 33.67 3.5 ENTRANCE / ! W (PRIVATE)
M.65 34- - -CI #5 J MAP BOOK 37, PAGE 251
W W RIM: 33.0 DI
CI #4, INV. 29.7 33.65 T.R 33.60'
RIM: 33.15 W RCP
15" I W
INV. 29.2 33.4 15" RCP 5'
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TION EX. SS MAIN
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RIM:33.75 -
INV 27 o8 MATCH EX. ASPHALT
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,TCH EX. ASPHALT 3o' ACCESS EASEMENT
3.1 (INGRESS ONLY) (PRIVATE)
MAP BOOK 37, PAGE 251
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CONSTRUCTION SEQUENCE:
CONSTRUCTION OF SITE TO START WITH INSTALLATION OF CONSTRUCTION ENTRANCE
AND SILT FENCE ALONG ALL LOCATIONS PER PLANS. UPON INSTALLATION OF SILT FENCE,
TREES SHOULD BE REMOVED IN LOCATIONS AS NECESSARY. ALL SLOPED AREAS SHOULD
BE SEEDED IN ACCORDANCE TO SPECIFICATIONS. SLOPE STABILIZATION IS WITHIN 7-14
CALENDAR DAYS OF ANY PHASE OF CONSTRUCTION. ALL OTHER AREAS MUST BE
STABILIZED WITH IN 15 WORKING DAYS. CONTRACTOR TO FOLLOW NPDES STABILIZATION
REQUIREMENTS PER TABLE ON THIS SHEET AS WELL. MOST STRINGENT REQUIREMENT TO
BE MET.
L GENERAL CLEARING AND GRADING OF THIS SITE WILL NOT BE DONE UNTIL THE
TEMPORARY SILT FENCE & CONSTRUCTION ENTRANCE HAS BEEN INSTALLED.
2. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
EVERY RUN OF 3 FEET (i VERTICAL TO 3 HORIZONTAL).
3. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE
CONTROLLED INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
4. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION
INCLUDING BUT NOT LIMITED TO GRAVELED CONSTRUCTION ENTRANCE, SILT FENCE,
TREE PROTECTION FENCE & SEDIMENT BASINS. INSTALL ALL SECONDARY EROSION
CONTROL MEASURES, SUCH AS INLET PROTECTION AS SOON AS POSSIBLE AFTER
BEGINNING CONSTRUCTION.
5. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN. SILT FENCE
AND INLET PROTECTION TO BE CLEANED WHEN HALF FULL.
6. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
7. MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PROJECT IS COMPLETE.
8. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS
PLAN PROVE TO BE LESS EFFECTIVE.
9. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF
CONSTRUCTION. ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO
PROJECT COMPLETION.
APPROOCA
Cl #6
RIM:33.0 '
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T.R 33.95'
I.E.27.95' I
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REVIEWED FORCOgE COMPLIANU
NEW HANOVER C LMTY
PLAMI IwGf1HSPECnQN5
SYMBOL
GROUND STABILIZATION CRITERIA
SITE AREA
STABILIZATION
STABILIZATION
EFRAME
DESCRIPTION
TIMEFRAME
EXXCCEPTIONS
* Perimeter dikes,
swales, ditches and
slopes
7 Days
None
* High Quality
Water (HQW)
Zones
7 Days
None
If slopes are lo' or
* Slopes Steeper
less in length and
than 3:1
7 Days
are not steeper than
2:1, 14 days are
allowed
7-days for slopes
* Slopes 3a or flatter
14 Days
greater than 50 ft. in
length
* All other areas with
None (except for
slopes flatter than 4:1
14 Days
perimeters & HQW
Zones)
NORTH CAROLINA TEMPORARY
GRASSING DETAIL
SEEDING MIXTURE SPECIES APPLICATION RATE
LATE WINTER & EARLY SPRING:
Rye (grain) loo (lb/acre)
Annual Iespedeza (Kobe in Piedmont
and Coastal Plain, Korean in Mountains) 50 (lb/acre)
Omit annual Iespedeza when duration
of temporary cover is not to extend beyond June
SUMMER:
German Millet
In the Piedmont and Mountains, 40 (lb/acre)
a small -stemmed sundangrass maybe
substituted at a rate of 50 (lb/acre)
LEGEND
PROPERTY LINE
EASEMENT
CENTER LINE
W EXISTING WATERLINE
S S EXISTING SANITARY SEWER LINE
LIMITS OF DISTURBANCE
SF TEMP. SILT FENCE
® CURB INLET PROTECTION
DANDY SACK INLET PROTECTION
�5 5 SPOT ELEVATION
30' 15' Of 30' 6o'
Scale: 1"=30'
NORTH CAROLINA PERMANENT
GRASSING DETAIL
SEEDING MIXTURE SPECIES APPLICATION RATE
FALL & WINTER:
Tall Fescue (blend of two or 200 (lb/acre)
three improved varieties)
Rye (grain) 25 (lb/acre)
SPRING & SUMMER:
Pensacola Bahiagrass
50 (lb/acre)
Sericea Lespedeza
30 (lb/acre)
Common Bermudagrass
to (lb/acre)
German Millet
to (lb/acre)
Tall Fescue
50 (lb/acre)
SEEDING DATES
FALL:
Rye (grain) 120 (lb/acre)
FALL & WINTER:
January - April
August - December
SEEDING DATES
SOIL AMENDMENTS:
Apply lime and fertilizer according to soil tests, or apply 3.000-5,000 lb/acre
LATE WINTER & EARLY SPRING:
ground agricultural limestone (use the lower rate on sandy soils) and 1,000 lb/acre
Mountains - Above 2500 ft: Feb. 15-May 15
to-lo-lo fertilizer.
Piedmont - Jan. 1-May 1
Coastal Plain - Dec. 1-Apr. 15
MAINTENANCE•
Fertilize according to soil tests or apply 40 lb/acre nitrogen in January or february,
SUMMER:
40 lb in September and 40 lb in November, from a 12-4-8, 16-4-8, or similar turf
Mountains - May 15-Aug. 15
fertilizer. Avoid fertilizer applications during warm weather, as this increases stand
Piedmont - May 1-Aug. 15
losses to disease. Reseed, fertilize, and mulch damaged areas immediately. mow to
Coastal Plain - Apr. 15-Aug. 15
a height of 2.5-3.5 inches as needed.
FALL:
SPRING & SUMMER:
Mountains - Aug. 15-Dec. 15
April 1-July 15
Coastal Plain and Piedmont - Aug. 15-Dec. 30
SOIL AMENDMENTS:
SOIL AMENDMENTS:
Follow recommendations of soil tests or apply 000 lb acre round agricultural
2 g g PP /
Apply lime and fertilizer according to soil tests, or apply 3,000 lb/acre ground
agriculture limestone and 500 lb/acre to-io-lo fertilizer.
limestone and 750 lb/acre to-lo-lo fertilizer..
MULCH:
MAINTENANCE:
apply 4,000 lb/acre straw. anchor straw by tacking with asphalt, netting, or a
Refertilize the following april with 50 lb/acre nitrogen. Repeat as growth requires.
mulch anchoring tool. A disk with blades set nearly straight can be used as a mulch
maybe mowed only once a year. Where a neat appearance is desired, omit sericea
and mow as often as needed.
anchoring tool.
MAINTENANCE:
MULCH:
apply 4,000 lb/acre straw. anchor straw by tacking with asphalt, netting, or a
Refertilize if growth is not fully adequate. reseed, refertilize and mulch immediately
mulch anchoring tool. A disk with blades set nearly straight can be used as a mulch
following erosion or other damage.
anchoring tool.
VICINITY MAP (NOT TO SCALE):
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CLIENT INFORMATION:
Andy Lazzaro
Three Guys Car Wash, Llc
5520 Oleander Dr.
Wilmington, NC 28403
DRAWN: JAE
SHEET SIZE:
24 X 36
CHECKED: CDC
DATE:
1/6/2022
APPROVED: CDC
SCALE:
1" = 30'
PROJECT NUMBER:
2021-035
DRAWING NUMBER:
C-2
3OF6