SW1090401_APPROVED PLANS_20090612

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SWZ/%ff YD�
DOC TYPE
El CURRENT PERMIT
APPROVED PLANS
G
❑ HISTORICAL FILE
DOC DATE
YYYYMMDD

PROJECT CONTACTS
PLANNING DEPARTMENT
Henderson County Code Enforcement
240 2nd Avenue East
Hendersonville, North Carolina 28792
Tel: [phone]
Contact: Toby Linville
SEWER
City of Hendersonville
Operations Center
305 Williams Street
P.O. Box 1760
Hendersonville, North Carolina 28792
Tel: [phone]
Contact: Dennis L. Frady
SEWER
Henderson County Utilities
St. John's Center, Unit F
235 St, John Road
Fletcher, North Carolina 28732
Tel. [phone]
Contact: Doyle Freeman
ELECTRICAL
Duke Power Company
957 Spartanburg Highway
Hendersonville, North Carolina 28972
Tel: [phone]
Contact: Sam McGuirt
TELEPHONE
BellSouth
24 O'Henry Avenue
Asheville, North Carolina 28801
Tel: [phone]
Contact: Chuck Riley
GAS
Public Service Company of North Carolina
P. 0. Box 620
Asheville, North Carolina 28802
Tel: [phone]
Contact: Lee McElroth
CIVIL ENGINEER
Mattem & Craig, Inc.
Engineers — Surveyors
12 Broad Street
Asheville, North Carolina
[phone]
Contact: Dona J. Bolden, PE
SURVEYOR
Mattern & Craig, Inc.
Engineers — Surveyors
12 Broad Street
Asheville, North Carolina
[phone]
Contact: Jeffery D. Aker
CONTRACTOR
H. Stuart Construction
P. 0. Box 5525
High Point, North Carolina 27262
Tel: [phone]
Contact: H. Stuart Nunn, Jr.
OWNER
Charis Family Interests, LLC
P. 0. Box 5682
High Point, North Carolina 27262
Tel: [phone]
Contact: H. Stuart Nunn, Jr.
SITE DEVELOPMENT PLANS
HENDERSON
HEN DERSOR C-PUNTY].'
VICINITY MAP
NOT TO SCALE
COMMISSION NO.0
LINTY ,
2891 A
—*,qWzW0
j Mik 0
J,01 Mattem & Crgig
CONSULTING ENGINEERS •SURVEYORS
12 BROAD STREET
ASHEVILLE, NORTH CAROLINA
(828) 254--2201
FAX [phone]
LOCATION MAP
NOT TO SCALE
`l%„I 11141I I,
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3
SHEET LIST
SHEET TITLE
Cl.....
COVER
C2.....
STANDARD ABBREVIATIONS
C3.....
STANDARD LEGEND AND GENERAL NOTES
C4.....
EXISTING SURVEY AND DEMOLITION
C5.....
SITE PLAN, PAVING AND HORIZONTAL CONTROL PLAN
C5A.....
ROAD A AND B PROFILE
C6....,
EROSION AND SEDIMENT CONTROL PLAN
C7.....
GRADING AND DRAINAGE PLAN
C8.....
UTILITY PLAN
C9.....
SANITARY SEWER — FORCE MAIN PLAN AND PROFILE
C1O.....
SANITARY SEWER — GRAVITY AND FORCE MAIN DETAILS
C11.....
SANITARY SEWER — PUMP STATION AND
VALVE VAULT DETAILS
C12.....
DETAIL SHEET
AC12A.....
WET DETENTION BASIN PLAN DETAIL SHEET
C13.....
DETAIL SHEET
SET #
cr_
c.[ j cr_
W
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GRADING NOTES:
1) ALL UTILITIES HAVE BEEN SHOWN AS
REPRESENTED ON PUBLICLY AVAILABLE
RECORDS. CONTRACTOR SHALL FIELD VERIFY
THE HORIZONTAL AND VERTICAL LOCATIONS
OF ALL UTILITIES PRIOR TO CONSTRUCTION.
2) THE CONTRACTOR SHALL PROVIDE ALL
NECESSARY SHORING AND BRACING TO
PROTECT EXISTING STRUCTURES AND UTILITIES.
3) THE CONTRACTOR SHALL DISPOSE OF ALL
EXCESS MATERIALS AT A COUNTY APPROVED
OFFSITE LOCATION IN A LEGAL MANNER.
4) RETAINING WALLS ARE SHOWN
SCHEMATICALLY. CONTRACTOR SHALL ADJUST
LENGTH AND HEIGHT AS REQUIRED.
DITCH LINE HYDRAULICS
UNIT
01-1
DI-2
QIAX CF3
17.32
4.19
n
0.035
0.035
5�sri %
0.05
0.014
d uAx tt)
1.0
1.82
D ft
1.0
1.0
0.3' MIN FREEBOARD
TYPICAL SECTION
KTS
-10%
SETTLEMENT
NOTE: Al
SEE SHEET 12A FOR STORMWATER
MANAGEMENT WET DETENTION BASIN DETAIL.
BASED ON OBSERVATION AND INFORMATION
AVAILIBLE FROM THE NATIONAL WETLANDS
INVENTORY, THERE ARE NO DESIGNATED OR
KNOWN WETLANDS PRESENT AT THE SITE.
EXISTING TREES SHALL BE
DDf%TC`rTI=n TO AAAIAITeIAI TI-11=
PINJ 9660082666
ZONED — INDUSTRIAL
NOTE:
CONTRACTOR SHALL CONTACT:
THE NORTH CAROLINA ONE CALL CENTER, INC.
TEL# [phone] FOR LOCATION OF ALL
UTILITIES AT LEAST 72 HRS PRIOR TO BEGINNING
CONSTRUCTION.
ZONE A
100 YEAR
/ FLOODPLAIN ---�
ZONE B�—
�` . 500 YEAR 2065N.\
�FLOODPLAIN066
r
till,
i
ROBERT MARVIN MONTGOM
DB 1250 PG 360
PS 4507
PIN# 9660093682
ZONED — INDUSTRIAL
CONTRbL POINT 2
N 609,430,688'
E 9 a.322.328'
E 2069.09'
(N 83 COR596
E POCH: 2002)
f
DAVID COOPED NABERS and
REBECCA WCALL NABERS
DB 1039 PG 72
PIN 9660095414
ZONE -- INDUSTRIAL
DAVID COOPER NABERS and
RE13ECCA McCALL NABERS
OB 1039 PG 72
PIN 96fi0096322
ZONI — INDUSTRIAL
CONTROL P01Nf 1-
N 608,192.833'
rr E 960,490,259'
EL 2075.53'
f (NAD83 CORS96
] EPOCH.2002)
HAYNES WIRE COMPANY
061205 PG 84
PS 2834
PIN 9660193244
ZONE
— INDUSTRIAL
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Horizontal Scale:
Commission Number:
2891 A
Sheet No.:
C7
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ZONE B
9M YEAR
FLOODPLAIN
ZONE A
100 YEAR
FLOODPLAIN
\y
POI #3
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DAMES A. OWEN �
DB 1349 PG 220SF
PIN# 9650998549
ZONED - INDUSTRIAL .-- -- —
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MCDOWELL RECYCLING, INC.
DB P23
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PIN# 9660082666 r
ZONED - INDUSTRIAL t
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ROBERT MARVIN MONTGOMERY
DB 1250 PG 360
PS 4507
PIN# 9660093682
ZONED - INDUSTRIAL
I i CONTROL POINT 2
F : I { N 609,430.688:
i+ E 9 0,322.32B
! SF -1 E 2069.D9'
I (NA 83 CORS96
1! EPOCH. 2002)
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icd . I PIN# 9660095414
� , , I ZONED -- INDUSTRIAL
DAVID COOPER and
ERS
REBECCA McCALLBNABERS
DB 1039 PG 72
PIN 096
ZONE -96fi0INDUSTR322IAL
-ONTROL POINT V
N 609,192.833'
E 960,490.259'
EL 2075.53'
(NAD83 CORS96
EPOCH: 2002)
HAYNES WIRE COMPANY
DB 1205 PG 84
PS 2834
PIN 9660193244
ZONE - INDUSTRIAL
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Vertical Scale:
N/A
Horizontal Scale:
1 " = 40'
Commission Number:
2891 A
Sheet No.:
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DJECT DEVELOPMENT DATA:
2JUI QESCRIP11ON
INDUSTRIAL DEVELOPMENT CONSISTING OF ONE 91,000
SF MANUFACTURING BUILDING, A 53,875 SF BUILDING
EXPANSION, ADDITIONAL LOADING DOCK BAYS,
ADDITIONAL TRAILER PARKING, SEPTIC SYSTEM
RELOCA11ON AND ENTRANCE ROAD IMPROVEMENTS ON
8.32 ACRES. RESULTING PROJECT IMPERVIOUS
COVERAGE OF f4.84 AC OR 58.2X ALL PROPOSED
STREETS AS SHOWN ARE TO BE PRIVATELY
MAINTAINED AND PARKMG SHALL BE ESTABLISHED AS
FOLLOWS FROM THE DATA BELOW.
CHARIS FAMILY INTERESTS. LLC
POST OFFICE BOX 5606
HIGH POINT, NORTH CAROLINA 27262
CONTACT-
H. STUART NUNN, JR
H. STUART CONSTRUCTION
POST OFFICE BOX 5525
HIGH POINT, NORTH CAROLINA 27262
TELEPHONE: [phone]
PROJECT ADDRESS.
PIN: 9660080927
ACRES: &32
ADDRESS:199 N. EGERTON ROAD
HENDERSONVILLE, NC 28792
ZONING (20OA-36).
INDUSTRIAL DISTRICT (1)
DENSITY:80% IMPERAWS MAXIMUM
FOOTPRINT: UNLIMITED SQUARE FEET
SETBACKS:
FRONT: 20'
REAR: 20'
SIDE: 20'
EXISTING BUILDING
WAREHOUSE: 1/4000 SQUARE FEET
23 SPACES REQUIRED
24 SPACES PROVIDED
PROPOSED_ BUILDINGS
WAREHOUSE: 1/4000 SQUARE FEET
14 SPACES REQUIRED
15 SPACES PROVIDED
TOTAL PARKING
Node ID
Northing
Easting
Description
CP #1
609080.8784
960553.6663
BOP
CP 2
609247.7747
960429.8102
EOP
CP #3
1609215.8324
960452.9097
CLINT
CP 14
609207.5109
960441.4026
PC
CP #5
609202.2056
96039ZO926
PT
CP 16
609242.9645
96029&7602
PC
CP #7
609266.9262
960260.7236
PT
CP #8
609274.0478
960252.4811
PC
CP #9
609277.6571
960158.9315
PT
CP #10
609233.1266
96009&6568
EOP
CP # 11
609294.6743
960159.4728
EG
CP # 12
609304.8889
960219.2153
EG
CP 13
609398.9881
960186.6237
EG
CP 14
609383.7117
960137.4843
EG
CID #15
609363.8033
960099.5812
EG
CP #16 1609287.9115
960068.6733
EG
CP #17
609233.7565
959990.9335
EG
CP #18
609126.7150
959935.2630
EG
CP #19
609080.594E
959985.5860
EP
CP # 20
609162.309
960096.7640
EP
CP # 21
609074.6447
960077.4123
BC
CP # 22
609114.7278
960131.7624
EP
CP # 23
609154.9680
960102.0853
EP
CP 124
609203.6384
960168.0792
EP
1EP
CP # 25
609163.3983
960197.7563
CP # 26
6091919466
960239.1777
EP
CP 27
609236.3071
960207.9369
EP
CP # 28
609220.9527
960275.7963
BC
CP #29
609050.3345
960401.6272
BC
CP # 30
608962.2136
960304.4648
BC
CP # 31
608893.3628
960211.1077
BC
CP 132
609084.0074
960409.9713
100' R
CID 33
609249.3650
9602-25.6425
22' R
CP
009227.0358
960411.4875
15 R
37 SPACES REQUIRED0 55 •
39 SPACES PROVIDED
OFF STREET LOADING ff a P,- REDT j
3 SPACES REQUIRED f LINE
11 SPACED PROVIDED f
SITE LIGHTING i f
NONE PROPOSED IGRA
fw �
j
BUFFER REQUIRED:NONE
E �f cDNc
LANDSCAPE REQUIRED:
PARKING TREES: EOSTING
PLANT STRIP: EXISG f w
TIN
PARKING ISLAND: NONE REQ'D
N t FIRE
r ! PROTECTION
z f ■ PATH
I �
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1 �
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1 �
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f I GRAVEL
50
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100' i 1
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WOODS
DESIGNATED FIRE PROTECTION PATH SHALL HAVE A
MINIMUM 20 FT WIDE UNOBSTRUCTED ALL-WEATHER
ACCESS TO WITHIN 150 FT OF ANY EXTERIOR POINT ON
THE BUILIDNG.
■ ■ ■ ■ ■ ■ ■ ■ FIRE PROTECTION PATH
FIRE HYDRANTS SHALL BE PLACED WITHIN 600 LF OF
ANY SPRINKLERED POINT ON THE BUILDING, FDC SHALL
BE WITHIN 100 LF OF A HYDRANT AND BE LOCATED AT
THE FRONT OF THE BUILDING
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA'TANGENT
CHORD
C1
51.89
50`
28.56
49.59
C2
45.12
150'
"
22.73
44.95
C3
101.10
75'
59.91
93.62
COORDINATE POINTS LOCATED ARE TO EDGE OF PAVEMENT OR
TO BUILDING CORNER UNLESS OTHERWISE NOTED.
NQM
DIMENSIONS MOWN ARE TO EDGE OF PAVEMENT UNLESS
OTHERWISE NOTED.
EXISTING TREES SHALL BE
PROTECTED TO MAINTAIN THE
MINIMUM 10' PLANTING STRIP
JAMES A. OWEN
DB 1349 PG 220
PIN# 9650998549
ZONED _ INDUSTRIAL
\C, +fig J v
GVo 100BST
1�
_� * �► f CP #19
�`'r►'�cRAvEL RAND
ACCE
PARKING
CONC
a (5) EXISTING
LOADING DOCKS
BOLLARDS
5' OC
(TYP X 3)
EXISTING
FACILITY
PAPER PROPERTIES, LLC
BUILDING
PG
D PB175 7 PG 11776
1SMTLBUS
PIN# 966OM927
91,026 SF
8.33 ACRES t
FFE=2093.98'
362,629 SO. Fr. t
308.9'
20' SIDE SETBACK LINE
r
RUINS E7OUTLET
UNKNOWN
WOODS
MCDOWELL RECYCLING, INC.
DB 1226 PG 223
PB C/133A
PIN# 9660082666
ZONED -- INDUSTRIAL
PATH SHALL BE GRUBBED, CLEARED AND
GRADED, AND GRAVELED AS NECESSARY
TO PROVIDE 20' UNOBSTRUCTED ALL
WEATHER SURFACE FOR FIRE PROTECTION.
TRUCK TURNING
.� ZONE
4
C
CP #31
ADDITIONAL
PARKING
�G
CP #20
v�
4
V
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CP #21
CP #22
CP #25
PROPOSED FACILITY
EXPANSION
53,875' SF'
FFE= 2093.98'
CP #30
EXISTING FIRE LINE
VAULT, FDC AND FH
R,;m
PARKING
NO]F.i
CONTRACTOR SHALL CONTACT:
THE NORTH CAROLINA ONE CALL CENTER, INC.
TEL# [phone] FOR LOCATION OF ALL
UTILITIES AT LEAST 72 HRS PRIOR TO BEGINNING
CONSTRUCTION.
CP #2fi �
FIRELINE
WITH FDC CP ;�2e
ON BLDG
STEM
WALL
CP #29
11+00WROWNWAIA
LIGHT DUTY PAVEMENT
SEE DTL SECTION SHT C5A
. 8" - 4000 PSI CONCRETE
WITH #4 REBAR ON 18" OCEW O MID
SLAB ON 6" BASE (CONC PAVING)
ZONE A GRAVEL BASE STONE
100 YEAR
I`LOODPLAIN
ZONE B .
500 YEAR
�ELOODPLAIN
' 3 r
1 I ,
f
CP #15 WOODS I rr
CP #14 f! -�
i ROBERT MARVIN MONTGOMERY
if r DB 1250 PG 360
PS 4507
PIN# 9660093682
CP #13 ! ZONED - INDUSTRIAL
f ! 1 !
r _f
I !
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CONTROL POINT 2
f N 609,430.688'
E 9 Or322.328'
� I
CP #12 f Q (N69.
A 83000 S96
EPOCH:2002)
CP #8 j f
CP
AFIRE 1 f
PROTECTI N
of f
PATH
f i ' DAVID COOPER NABERS and
REBECCA McCALL NABERS i.
f 1 PG 72
PION 19660095414 r
CP \ ( ZONE - INDUSTRIAL
vs 60,
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f IMPROVEMENTS
3 f ff r (NOT IN CONTRACT)
in CP #34 f
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f RE
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r ROADWAY
r IMPROVEMENTS
GAS
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MON. r DAVID COOPER NABERS and
REBECCA McCALL NABERS
DB PC 72
CID #4 CP #3 PIN 19660096322 \
ZONL - INDUSTRIAL
CONTROL POINT 1- .
CP #32 N 609.192.833'
r E 960,490.259' B T ►m EL 2075.53'
(NAD83 CORS96
3 EPOCH: 2002)
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FLOODPLAIN
ZONE B
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FLOODPLAIN
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PbST CONSTRUCTION ��—
PERVIOUS AND r
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r
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\0A #1 C
10,106 SF
0.232ti4C
CN=86
IMPERVIOUS 5,121 SF
PERVIOUS 4,985 SF
ra T,rc 1,
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80'
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Vertical Scale:
N/A
Horizontal Scale:
1 " = 40'
Commission Number:
2891A
Sheet No.:
'1_ i ��!`II � f,'t � 14 � s ',s S �:f �� ��'',`.f1�,1{�1'+I� 34�1�3jti•�'�r1lt�Ff
SCALE: 1" = 20'-Oft
-5 L

LANDSCAPE 1UTAU :
1. ADHERE TO PLANS FOR ALL PHASES OF WORK.
2. PROVIDE LABOR, EQUIPMENT, MATERIALS AND SERVICES
NECESSARY TO COMPLETE LANDSCAPE WORK.
3. VERIFY ALL PLANT QUANITIES AND NOTIFY THE ENGINEER
OF ANY DISCREPANCIES OR AMBIGUITIES.
4. DETERMNE LOCA110N OF ALL UNDERGROUND UTILITIES
AND PERFORM WOW IN A MANNER WHICH AVOIDS
DAMAGE. HAND EXCAVATE, AS REQUIRED.
5. PROVIDE SHRUBS AND PLANTS OF QUANTITY, SIZE,
GENUS, SPECIES AND VARIETY ACCORDING TO PLANTING
SCHEDULE AND WITH THE RECOMMENDATIONS AND
REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR
NURSERY STOCK". PROVIDE HEALTHY, VIGOROUS STOCK,
GROWN IN RECOGNIZED NURSERY IN ACCORDANCE WITH
GOOD HORTICULTU*AL PRACTICE.
6. SOIL MIX SHALL CONSIST OF THE FOLLWING: TWO PARTS
NATIVE SOIL, THAT IS CLEAN, FRIABLE, FREE OF
CONSTRUCTION DEONS, STIFF CLAY, STONES LARGER
EEDS, SOD AND OTHER DELETERIOUS
THAN 1" DIA., WIY
MATERIAL. ONE PART HUMUS MATERIAL THAT IS FINELY
GROUND PINE BASK, NATURE'S HELPER, MILLED
SPHAGNUM PEAT, WELL. -ROTTED MANURE OR
WELL --ROTTED SAOUST OR A COMBINATION THEREOF,
FREE OF VIABLE SEEDS, ROOTS AND ORGANISMS OR
OTHER SUBSTANCES DETRIMENTAL TO PLANT GROWTH.
THOROUGHLY MIX PRIOR TO BACKFILUNG. CONTRACTOR
SHALL NOT USE MUDDY SOIL FOR BACKFILUNG.
7. REMOVE FROM SITE ANY PLANT MATERIAL WHICH TURNS
BROWN OR DEFOLIATES WITHIN SEVEN (7) DAYS AFTER
PLANTING. REPLACE IMMEDIATELY WITH APPROVED SPECIFIED
MATERIAL.
8. MAINTAIN ALL PLANT MATERIAL AND SEEDED AREAS UNTIL
SUBSTANTIAL COMPLETION, UNLESS OTHERWISE SPECIFIED.
(MAINTENANCE INCLUDES WATERING, WEEDING, AND
CLEANUP. SPRAYING AND FERTILIZING SHALL BE PERFORMED
MINIMALLY, IF AT ALL, AND ONLY AS NECCESSARY TO
ENSURE PLANT SURVIVAL).
9. GUARANTEE ALL MATERIAL AND WORKMANSHIP FOR A
PERIOD OF TWO (2) YEARS. PLANT REPLACEMENT AND
WARRANTY INSPEC'RON SHALL OCCUR AT THE END OF THE
FIRST AND SECOND YEARS.
10. INSTALL ALL PLANT MATERIALS IN ACCORDANCE WITH
LOCAL CODES AND ORDINANCES.
REMOVE CONTAINER AND
LIGHTLY SCARIFY ROOTS AND
SOIL BEFORE PLANTL'IIG.
SET PLANT 1 /f ABOVE <
FINISHED GRADE
LOOSEN SUBSOIL AT
BOTTOM OF PLANT
PIT r MIN.
a
- SAUCER RIM f ABOVE
FINISHED GRADE. SLOPE
GRADUALLY TO FINISHED
GRADE.
REMOVE TURF REINFORCEMENT
MATTING MIN 2X CONTAINER
SIZE.
�R=
4"
MIN (TYP)
1 G HRUB INSTALLATIO
TURF REINFORCEMENT MATTING
4" TOPSOIL MIX J SCARILY SUBSOIL -J SUBG RADE
TO A DEPTH OF 1/2"
SHALLQX WA
/1 ±800 SF TOTAL AREA
1 12 PLANTS./ 200 SF
1 1 SHALLOW LANQ ZONE:
1 48 PLANTS REQ'D. f900 SF TOTAL AREA
1 SEE SCHEDULE FOR 6 PLANTS - 4 SHRUBS / 200
PLANT UST, SPACING, 26 PLANTS AND 18 SHRUBS
PROP AND - QUANTITY. ,
REQ D. -SEE SCHEDULE FOR
PLANT LIST, SPACING, AND
209QUANTITY.
3.5
0 10' 20' 40' 80
BASIN LANDSCAPE PLAN SCALE: 1" = 20'-0"
PLANTING
SCHEDULE
Zone
Quantity
Botanical Name
Common Name
Height
Spread
Size
& Type
Spacing
4
CAREX SPP.
SEDGE - TORCUPINE'
4-6"
4-6"
4-in
pot
12-18"
4
CAREX SCOPARIA
BROOM SEDGE
4-6"
4-6"
4in
pot
12-18"
4
SORGHASTRUM NUFANS
INDIAN GRASS
4-6"
4-6"
44n
pot
12-IV
4
LOBELIA CARDINALIS
CARDINAL FLOWER
4-6"
4-6"
4-in
pot
12-18"
5
SOLIDAGO SPP.
GOLDENROD
8-10"
4-6"
44n
pot
12-18"
5
EUPATORIUM FISTULOSUM
JOE PYE WEED
8-10"
4-6"
4-in
pot
12-18"
`^
4
CEPHALANTHUS OCCIDETALIS
COMMON BUTTON BUSH
8-10"
10-12"
1 gal
cant.
2436"
4
HYPERICUM PROLIFICUM
SHRUBBY ST. JOHNS WORT
8-10"
] 0-12"
1 gal
Cont.
2436"
5
VACCAIMUM VIRGATUM
HIGH BUSH BLUEBERRY
8-10"
10-12"
1101
cont.
24-36"
5
ITEA VIRGINTCA
SWEETSPIRE
8-10"
10-12"
1 gal
cont.
2436"
8
IRIS HEXAGONA
HEXAGONAL IRIS
8-10"
6-8"
1/2 Sal
cont.
12-18"
al
8
IRIS NELSONIT
NELSONS IRIS
8-10"
6-8"
1/2 gal
cunt.
12-18"
3
8
IRIS VTRGINICA
BLUE FLAG IRIS
8-10"
6-8"
1/2 gal
cont.
12-18"
0
8
JUNCUS EFFUSUS
SOFT RUSH
8-10"
6-8"
1/2 gal.
cont.
12-18"
8
PONTEDR A CORDATA
PICKEREL WEED
8-10"
6-8"
1/2 gal
cunt.
12-18"
8
PONT. CORDATA F. ALBIFLORA
WHITE PICKERE.LWEED
8-10"
6.8"
1/2 gal
cant.
12-18"
Comments:
L All plantfng material shall be purchased from local source plant stock and local provenance.
2. Plantings shall be clustered into localized groups containing minimum of three (3) separate species. Do not space evenly across the shelf.
r3Hydroseed applied after basin stabilization shall contain a minimum of 25%centipede grass seed and the remainder carpet, Bahia, or equal.
REMOVE CONTAINER AND
LIGHTLY SCARIFY ROOTS AND
SOIL BEFORE PLANTLNG.
SET PLANT 1/2" ABOVE
FINISHED GRADE
LOOSEN SUBSOIL AT
BOTTOM OF PLANT
PIT 2" MIN.
I
;.11.-lt11:2-1111 .
GROUNDCOYER AN SMALL PLANT INSTAMTHON.,
r .
MIN (TYP)
SAUCER RIM 1" ABOVE
FINISHED GRADE. SLOPE
GRADUALLY TO FINISHED
GRADE.
REMOVE TURF REINFORCEMENT
MATTING MIN 2X CONTAINER SIZE
FINISHED '
GRADE
TOPSOIL MIX
COMPACTED
SUBGRADE
UPON FINAL SITE STABILIZATION, THE
SEDIMENT TRAP SHALL BE CONVERTED
TO A WET DETENTION BASIN AS
FOLLOWS AND AS DETAILED ON THE
PLANS:
All accumulated sediment shall be
removed from the sediment trap. The
rock sediment dam shall be removed,
and the basin excavated to the
elevation indicated on the plan. The
forebay berm footprint shall be
excavated to provide a 12" minimum
depth key into the existing grade. The
forebay berm shall be constructed with
compacted structural fill placed in 6"
lifts maximum. The forebay spillway
and all pond slopes shall be scarified a
minimum depth of 1/2"; armored with
turf reinforcement mat; and
hydroseeded within seven (7) days of
construction. The interior of the main
pond shall be excavated to provide
necessary clearance to construct the
segmental wall surrounding the
permanent pool. The outlet control
structure, low flow outlet, and culvert
outfall shall be installed. The main
pond side slopes and berm shall be
scarified a minimum depth of 1/2";
armored with turf reinforcement mat;
and hydroseeded upon completion.
Landscape installation along the
vegetated shelf shall begin after seed
germination and grass has been
established. The installation shall
require care in placing the plantings
Into the turf reinforcement matting to
insure the mat and root bedding
becomes integrated. The basin outfal!
shall be re -graded as indicated on the
plan; the riprop cleaned of any
accumulated sediments; and then
reset along the ditchlines.
GRASSED SWALE
Q 5.0% MAX FOREBAY POND
PERM POOL EL = 2077.0
PERM STORAGE 1_r
BOTTOM EL = 2073.0
6" PVC INV = 2074.5
6" PVC ORIFICE
EL = 2075.5
PVC CAP WITH
1" ORIFICE 0 2073.5
BASIN BOTTOM
INV = 2070.0
r{
I
-
ZE
V FLOW SOLDWO �.
OUTLET 2093,5
-_
OUTLET CONTROL
STRUCTURE NTH
OVERFLOW BYPASS
2070 -- _
{ { { { 56.3'
{ { { {
77.5%
MAIN POND
BERM/SPILLWAY=2078.0
OVERFLOW=2077.0
BOTTOM=2070.0
SEGMENTAL BLOCK
RETAINING WALL FOREBAY
TOP = 2074.0 BERM=2078.0
BOTTOM = 2070.0 SPILLWAY=2077.0
BO OM=2073:0
iv ;4--,
1i'i;m c 7,070A 0
MENA,
OWN
0101, INA
u WE
iolp
[I' �d 100 4
gmg
R Ski
INA
0 10' 20' 40' 80
BASIN PLAN DETAIL SCALE: 1" = 20'-0°
MAIN POND
Q100 HW EL = 2078.17 (RISER CLOGGED)
Q100 HW EL = 2078.17
Qt YR HW EL = 2077.52
Q1 IN HW EL = 2075.52
3'
7' BERM EL = 2078.0 BERM EL - 2078.0 5'
SPILLWAY = 2077.0 TEMP POOL EL = 2077.0
--- 211 TEMP STORAGE-- 1 21
PERM POOL EL = 2074.5 - - FLOW
4' PERM STORAGE
BOTTOM EL = 2070.0 -J
BASIN__SECTION A -A
24" 0 ADS NYLOPLAST CATCH BASIN
RISER W/ LIGHT DUTY DOME GRATE
PRIMARY OUTFAL.L
18" DIA HDPE
INV OUT = 2073.0
GRADE TO PROVIDE
F MIN 4" COVER
SEGMENTAL BLOCK
RETAINING WALL
-- ELEV = 2072.5
L EMBED RISER 6"
ENCASE BASIN IN 36"X36"X18"
THICK 3000 PSI CONC SLAB
W/ #4 REBAR 12" OCEW.
COMPACTED #5 OR #57
BASE STONE
BASIN OUTLET, CONTROL STRUCIRE SECTION C--C
±33 LF 18" HDPE ® 1.571P
INV OUT = 2072.5
FMEBAY SPILLWAY SECTION „�B--B
VEGETATED SHELF
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Vertical Scale:
N/A
Horizontal Scale:
AS SHOWN
Commission Number:
2891 A
Sheet No.:
C12
A 1t T
'� '* / ' ! - i. � � l •. i �' + `) � ! 7 t ' � ter' 1 ° �' ! I '! r t' f � 1. .�. 1 � � l-. l+ l j f ;'i f i t i i r l �' � (� F r'•j
= i , r � r }. s. 4 -' S r i' '1' •� li.' S�q �, I +r r jj 1'
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1) THE LIMITS OF PAVEMENT REMOVAL SHOWN
REPRESENT THE MA)p" REQUIRED. THE EXISTING
PAVEMENT MAY REQUIRE REMOVAL, REPLACEMENT, OR
RESURFACING BASED ON ITS CONDITION, ACTUAL LIMITS
OF REMOVAL SHALL BE FIELD -DETERMINED BY THE
OWNER.
2) ALL UTILITIES HAVE BEEN SHOWN AS REPRESENTED
ON PUBLICLY AVAILABLE RECORDS, CONTRACTOR
SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL
LOCATIONS OF ALL UTIUTIES PRIOR TO CONSTRUCTION.
3) THE CONTRACTOR SHALL PROVIDE ALL NECESSARY
SHORING AND BRACING TO PROTECT EXISTING
STRUCTURES AND UTILITIES.
-IF f REMOVE EXISTING FEATURES
■r = = m LIMITS OF CLEARING AND GRUBBING
�,�r,.,v�.•�•il��.l�♦.t.,e
�� ��ail �'�sV ��
REMOVE BITUMINOUS SURFACE TREATMENT
REMOVE CONCRETE PAVEMENT
REMOVE EXISTING DEBRIS
CLEAR AND GRUB EXISTING
V,o`�"� TREES TO LIMITS INDICATED.
�G
NOTE:
CONTRACTOR SHALL CONTACT:
THE NORTH CAROLINA ONE CALL CENTER, INC.
TEL# [phone] FOR LOCATION OF ALL
UTILITIES AT LEAST 72 HRS PRIOR TO BEGINNING
CONSTRUCTION.
4) THE CONTRACTOR SHALL REFER TO THE
ARCHITECTURAL DRAIMNGS FOR DETAILS REGARDING
MODIFICATIONS TO EXISTING STRUCTURES. . - ,- — � �,�—b— � _ � � � � — � 1 t 1 I rzoss
t I1�
f
5) THE CONTRACTOR SHALL DISPOSE OF ALL I I I I
DEMOLITION MATERIALS IN A LOCATION OFF SITE THAT �zo�s` L,
HAS BEEN APPROVED BY LOCAL AND STATE AGENCIES.
1
MILDRED A. ALLEN I
DB 395 PG 317 I
PIN# 9650984551
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DB 1226 PG 223
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PiN# 9660096322
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Commission Number:
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Sheet No.:
160'
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