20200816 Ver 1_Design/Maps/Site Plans_20210514

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NOTES:
1. PROPERTY OWNER:
JEFF JUSTUS
2. PROPERTY IDENTIFICATION: 1601 OLD SPARTANBURG RD.
PIN#: 9578-81-0342
3. PARCEL AREA: 4.36 ACRES (PER SURVEY BY WAGGONER & RHODES LAND
SURVEYORS, PLLC.)
4. PROPERTY ZONED: C-3 HIGHWAY BUSINESS
5. REFERENCES: D.B. 1263, PG. 67;
7. EXISTING FEATURES, IMPROVEMENTS, TOPOGRAPHIC, AND BOUNDARY
INFORMATION BASED ON SURVEYS ENTITLED, "PLAT OF SURVEY FOR JEFF
JUSTUS'', PREPARED BY WAGGONER & RHODES LAND SURVEYORS, PLLC., DATED
JANUARY 2, 2020. THIS DOCUMENT SHALL NOT BE CONSIDERED A BOUNDARY
SURVEY.
8. VERTICAL DATUM NAVD 1988 / HORIZONTAL DATUM NAD 1983 (2011)
9. PROPERTY IS LOCATED IN NFIP FLOOD ZONE "X" AND "AE" (BFE 2096')
SUBJECT TO CHANGES. BASED ON COMMUNITY CID NO. 370128; PANEL 9578;
SUFFIX J. (MAP NUMBER 3700957800J) EFFECTIVE DATE: 10/02/2008.
10. SETBACKS SHOWN ARE PER CITY OF HENDERSONVILLE AND DO NOT REFLECT
ANY RESTRICTIVE COVENANTS THAT MAY EXIST.
11. PROJECT SCOPE: PERMITTING AND CONSTRUCTION OF A ±4,400 SQ.FT. CAR
WASH WITH ASSOCIATED PARKING AND APPURTENANCES.
12. WASTEWATER: MAX. 2 CARS IN BAY AT A TIME 0 1,200 GPD/BAY = 2,400 GPD
(WASTEWATER IS PROPOSED TO BE CONVEYED TO CENTRAL SYSTEM)
13. WATER SUPPLY PER CITY OF HENDERSONVILLE. WATER CONNECTION MUST BE
MADE IN ACCORDANCE WITH CITY SPECIFICATIONS AND SHALL BE PERFORMED
BY A LICENSED WATER UTILITY CONTRACTOR. NOTIFY CITY PRIOR TO
INSTALLATION.
14. ALL UTILITIES TO BE PLACED UNDERGROUND UNLESS OTHERWISE NOTED
15. PRIOR TO LAND DISTURBANCE, A HENDERSON COUNTY APPROVED SOIL EROSION
AND SEDIMENTATION CONTROL PLAN IS REQUIRED.
16. JURISDICTIONAL DETERMINATIONS HAVE NOT BEEN COMPLETED FOR THIS SITE.
17. EXISTING VEGETATION TO BE PRESERVED WHERE POSSIBLE.
18. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT ALL
PROPERTY MONUMENTS DURING CONSTRUCTION. DISTURBED OR REMOVED
PROPERTY MONUMENTS SHALL BE REPLACED BY A NORTH CAROLINA LICENSED
PROFESSIONAL LAND SURVEYOR.
19. ALL WORK WITHIN THE NC DOT RIGHT-OF-WAY REQUIRES AN APPROVED NC DOT
RIGHT-OF-WAY ENCROACHMENT AGREEMENT.
20. A LOCAL STORMWATER PERMIT IS REQUIRED IN ADVANCE OF ANY ONSITE
DISTURBANCE.
21. THIS PLAN SET TO BE UTILIZED FOR THE INSTALLATION OF SITE LAYOUT
IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, GRADING & DRAINAGE,
INSTALLATION OF SEDIMENT CONTROL MEASURES, WATER SYSTEM AND
WASTEWATER CONNECTION. FOR BUILDING DESIGN AND ASSOCIATED PLUMBING,
SEE APPROPRIATE SEPARATE PLANS.
LEGEND
SUBJECT PROPERTY LINE
PROP. SUB -LOT LINE
- - ADJACENT PROPERTY LINE
EX. STREAM CENTER LINE
EX. APPROX. EDGE OF WATER
EX. 5' MAJ CONTOUR
EX. 1MIN CONTOUR
- - - EX. BUILDING
- - - EX. CURB & GUTTER
EX. SANITARY SEWER
EX. CULVERT
= PROP. CULVERT
x20g0 EX. SPOT ELEVATION
-9.0- PROP. CONTOUR
PROP. SPOT GRADE
9.0
(TOP OF ASPHALT/FLOW LINE
UNLESS OTHERWISE NOTED)
9.00'TC
PROP. TOP OF CONCRETE ELEV.
PROP. FLOW DIRECTION & SLOPE
EX. ASPHALT PAVEMENT
PROP. CONCRETE
PROP. ASPHALT
PROP. RIP RAP
30' STREAM BUFFER
PROP. FLOODPLAIN BENCH
CO EX. IRON ROD
0 EX. DRILL HOLE
0 EX. MAG NAIL
("0_+ EX. UTILITY POLE
EX. FIRE HYDRANT
D4 EX. WATER VALVE
0 EX. SEWER MANHOLE
® EX. WATER METER
EX. ELECTRICAL CONNECTION
EX. EXTERIOR LIGHT
EX. LIGHT POLE
PLANTING PLAN
FOR RIPARIAN RESTORATION AND ENHANCEMENT AREAS
1. CONSTRUCTION WILL BE SEQUENCED FROM AN UPSTREAM TO DOWNSTREAM DIRECTION SUCH
THAT DISTRIBUTED AREAS OF THE PROJECT AREA ARE STABILIZED AT THE END OF EACH
WORKING DAY.
2. DISTURBED AREAS WILL BE SEEDED FOR TEMPORARY GROUND COVER WITH A SEED MIX OF
ANNUAL GRAINS (WINTER RYE, OATS, BROWN -TOP MILLET) AT RATES SPECIFIED BY THE
MANUFACTURER.
3. DISTURBED AREAS WILL BE SEEDED FOR PERMANENT GROUND COVER WITH A NC MOUNTAIN
RIPARIAN MIX AT MANUFACTURER SPECIFIED RATES.
4. SEEDED AREAS WILL BE FERTILIZED AND MULCHED WITH STRAW. FERTILIZER WILL BE
STORED AWAY FROM AND KEPT OUT OF THE STREAM. STRAW MULCH WILL BE PLACED
SUCH THAT SOIL IS STABILIZED AND ADEQUATE LIGHT REACHES THE SOIL LAYER.
5. DISTURBED AREAS BELOW TWO TIMES BANKFULL ELEVATION WILL BE FURTHER STABILIZED
WITH BIODEGRADABLE COIR COCONUT FABRIC WITH A WEIGHT NOT LESS THAN 400 GRAMS
PER SQUARE METER. COIR FABRIC WILL BE INSTALLED OVER SEED AND MULCH, PER THE
MANUFACTURER'S SPECIFICATIONS.
6. LIVE CUTTINGS WILL BE INSTALLED AS LIVE STAKES AND WHIPS ON THE STREAM BANKS
AND BETWEEN GEOLIFTS AT ELEVATIONS BELOW BANKFULL ON STREAM BANKS WITHIN THE
PROJECT AREA. LIVE CUTTINGS WILL BE SELECTED FROM NATIVE SHRUB SPECIES
INCLUDING: SILKY DOGWOOD (CORONUS AMOMUM), ELDERBERRY (SAMBUCUS NIGRA), AND
NINEBARK (PHYSOCARPUS OPULIFOLIUS). LIVE CUTTINGS WILL BE INSTALLED AT A SPACING
OF APPROXIMATELY ONE FOOT ON CENTER, WHILE DORMANT, DURING LEAF -OFF
7. CONTAINER HERBACEOUS PLANTINGS MAY BE INSTALLED BELOW TWO TIMES BANKFULL
ELEVATION AT A SPACING OF APPROXIMATELY THREE FEET ON CENTER.
8. CONTAINER TREE PLANTINGS MAY BE INSTALLED AS NATIVE SAPLINGS AT A SPACING OF
TEN FEET ON CENTER AND WILL CONSIST OF SPECIES NOT LIMITED TO: RED OAK (QUERCUS
RUBRA), WHITE OAK (QUERCUS ALBA), TULIP POPLAR (LIRIODENDRON TULIPIFERA),
AMERICAN BEECH (FAGUS GRANDIFOLIA), BLACKGUM (NUSSA SULVAIICA), AND RED MAPLE
(ACER RUBRUM).
9. THE SITE WILL BE WATERED REGULARLY DURING DRY PERIODS UNTIL A HEARTY STAND OF
HERBACEOUS VEGETATION IS ESTABLISHED OVER ALL DISTURBED AREAS WITH A HEIGHT OF
AT LEAST SIX INCHES.
10. PLANTING OF THE PROJECT AREA WILL GENERALLY FOLLOW AND ACHIEVE DENSITIES
OUTLINED IN A GUIDE FOR THE INSTALLATION. ESTABLISHMENT. AND MAINTENANCE OF
RIPARIAN VEGETATION ON RESTORATION PROJECTS IN NORTH CAROLINA - NC COOPERATIVE
EXTENSION SERVICE.
EXISTING GRADE
\/ DOE 31C y' b
5.0'
FLOODPLAIN BENCH
TYPICAL FLOODPLAIN BENCH CROSS SECTION
N.T.S.
FLOODPLAIN BENCH �l
2.0 R SLOPE �° `n 2.0 R SLOP,E // /� /�
M Gx 3 i •s` aa�\\\//\\//\/
rict
\�' VARIES PYv1���
\�////•//,//,//..//</\ \ 1 ABOVE �`k \/\
\/\ THALWEG \/\/�/��/
EXISTING GRADE
30.0' BUFFER AREA TO BE SEEDED ACCORDING TO
RIPARIAN RESTORATION & ENHANCEMENT SPECIFICATIONS
FINA
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30' STREAM BUFFER
SEE PLANTING PLAN FOR
RIPARIAN RESTORA110N
& ENHANCEMENT IIREAS
(TYP)
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1.1,E \ _l\ = - -
-
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THALWEG
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BOTTOMLESS CULVERT DETAIL
NTS
GEOTEXTILE ALL AROUND
AGGREGATE BACKFILL
CONCRETE FOOTING
1.0' AGGREGATE
TYP CONCRETE OR
STONE HEADWALL
CLASS B EROSION
RESISTANT
RIP RAP SCOUR
29D5--
_
-
-
30.0' BUFFER AREA TO BE SEEDED ACCORDING TO
RIPARIAN RESTORATION & ENHANCEMENT SPECIFICATIONS
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ACCEPTABLE •FILL • MATERIALS
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CLASS B RIP RAP
EROSION RESISTANT •���e�!
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\ ACCEPTABLE FILL MATERIALS \\\\\\\
-1I-11=11-11:
VIVI=II-1i=.II. 1I =II. 4=.11. II=.II. II=.II Hull II=II I VI iI=.IFII=.II 1L-1I„j
I�I�1�1�1� I�1•1�,1�1�1I
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12" MIN
18" MIN FOR MODEL MC-3500
24" MIN FOR MODEL MC-4500
•
•
•
FLOODPLAIN BENCH
•
8.0' MAX FOR MODEL MC-3500
7.0' MAX FOR MODEL MC-4500
SECTION VIEW A -A
NTS
CONCRETE FOOTING
1.0' AGGREGATE
SECTION VIEW B-B
NTS
CONCRETE FOOTING
OPEN BOTTOM
CONCRETE FOOTING
LOW VELOCITY STREAM CROSSING DETAIL
STORM TECH TN COMPANY
LOT 3
2.48 Acres
•
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•
•
•
0
•
•
•
•
•
•
•
•
53.63'
-
•
•
•
48,553.60 Sq.Ft.
1.11 Acres
2100.34
------------------
PROPOSED FLOODPLAIN BENCH
5.0' WIDE SLOPED AT 2.0%
(SEE TYPICAL FLOODPLAIN BENCH
CROSS SECTION FOR DETAILS)
Know what's below.
Call before you dig.
•
-
2100.1
•
2099
NO-
2098.19
•
•
•
THE DATA GIVEN ON THESE PLANS IS BELIEVED
TO BE ACCURATE, BUT THE ACCURACY IS NOT
GUARANTEED. THE CONTRACTOR IS RESPONSIBLE
FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES,
AND DIMENSIONS OF THE EXISTING UTILITIES
PRIOR TO CONSTRUCTION. IF A DISCREPANCY
IS FOUND, WORK SHALL CEASE AND THE ENGINEER
NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS
NOTICE TO PROCEED.
•
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2098
•
•
•
•
•
•
•
2093.00
PLAIN BENCH
•
•
rl
' GRAPHIC SCALE
20'
411.
1 inch = 20 ft.
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/PROJECT NO.
"1
P20003
DESIGNED BY
CMS/JDL
DRAWN BY
CMS/QAT
CHECKED BY
MWS
ISSUE DATE
05/1 4/21
SHEET NO.
8 SHEETS