20200005 Ver 1_Design/Maps/Site Plans_20191230

STATE OF NORTH CAROLINA
COUNTY OF RUTHERFORD
I, , Review Officer of Rutherford
County, certify that the map or plat to which
this certification is affixed meets all statutory
requirements for recording.
Review Officer
VICINITY MAP
(not to scale)
• FOUND IRON PIN (EIP)
O SET IRON PIN (NIP)
• POINT
Q NAIL OR RAILROAD SPIKE
HYDRANT
❑ TELEPHONE PEDESTAL (PED)
* LIGHT POLE OR LAMP
`0b UTILITY POLE
Wv
WATER VALVE
O WATER METER (wm)
GV
GAS VALVE
QS SEWER MANHOLE
❑0 CONCRETE MONUMENT
® RIGHT OF WAY MONUMENT
Q STONE
Property Line
Adjoiners (Surveyed)
Adjoiners (not surveyed)
Right of Way
Utility Lines
Asphalt
Gravel
A portion of the subject tract lies within a flood plain.
Subject to the rights of the Town of Lake Lure to the 992' and 995' contours.
Subject to the right of way for Holmsteod Drive and all others of record.
Survey is being performed without the benefit of a title search.
Mark C. Tomaski
and wife
Debra W. Tomaski
11501131
Lot 12, PB 271189
Blue Heron Point Subdivision
Lot 15, PB 271189
Blue Heron Point Subdivision
I, Donald R. McEntire, Professional Land Surveyor No. L-4183,
certify to one or more of the following as indicated
thus, ® or ❑ :
®C. That this plat is of a survey of an existing parcel or
parcels of land.
DONALD R. McENTIRE, PROFESSIONAL LAND SURVEYOR NO. L-4183
RTI4L TOPOGRAPHICAL SURVEY FOR
SITEPHEN GLENN L 0 WR Y
and wife
KiMBERL Y LEILANI L 0 WR Y
DEED BOOK 1135/588, 1146/676
TAX MAP: 528-17-34, 528-17-33
BLUt HERON POINT SUBDIVISION, LOTS 13 AND 14
PLAT BOOK 27 PAGE 189
ZONED: R-1 D
CHIMNEY ROCK TOWNSHIP RUTHERFORD COUNTY, NC
FIELD: EM,TW,JM MAP: D. McENTIRE
DATE: SEPTEMBER 6, 2019 MAP#: 19-0983
I, Donald R. McEntire, certify that this plat was drawn
under my supervision from an actual survey made
under my supervision (deed description recorded
in Deed Book 1146 , Page 676 ); that the boundaries.
not surveyed are clearly indicated as drawn from
information found in Book ---, Page — — — ; that
the ratio of precision as calculated is 1:10000;
that this plat was prepared in accordance with G.S.
47-30 as amended. Witness my hand and seal this
— 6th __ day of ---_ September_A.D 2019.
Signature
—
I
Wafers of
Lake Lure
Land Surveyor
Licensure Number L-4183
Y� CA.R
p ¢oFEssto
SEAL
d �, L- 4183 4, W
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1rriii11%0\
LINE
BEARING
DISTANCE
L1
S
24'09 06
E
11.07
L2
S
29'41 02'
E
L3
S
32' 12 24
E
14.75
L4
S
20'09 12
E
6.81
L5
S
24'27 05'
W
4.40
L6
S
60'06 56
E
13.46
L6A
S
37'36 07
E
9.01
L7
S
31'54 04
E
13.69
L8
S
47'03 18
E
3.81
L9
S
11'43'52'
E
11.43'
L10
S
24' 16 17
E
4.8$
L11
S
21'59 03
E
9.73
L12
S
21' 19 44
E
15.29
L13
S
02'39 06
W
13.46
L14
IS
03'46' 14
W
9.00
L15 IS
07'07 04
E
4.36
L16 IS
07'07 04
E
8.67
L17 IS
10' 17 40
W
10.46
L18 IS
09'08 39
W
1 1.07
L19 IS
19'35 19
W
11.10
L20
S
09'34 47
W
24.15
L2?
S
?Q'46' 1?
F
1 n..i 0'
Waters of
Lake Lure
SCALE 1 "=20'
20 0 10 20 40 80
DONALD McENTIRE SURVEYING
108 ISHAM DRIVE
RUTHERFORDTON, NC 28139
PHONE: [phone]
EMAIL: dmcentire®bellsouth.net
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THIS IS A 2436 (D) PAGE
75

ou d rebar
0 a
t5�*`
e\
e\ ROCK FILTER
DOUBLk ROW WIRE BACKED
SILT FENCE WISTEEL
STAKES @ 6 FT. C.C.
\
\
e\
ROCK FILTER
4
I, Donald R. McEntire, certify that this plat was
DOUBLE ROW WIRE BACKED under my supervision from an actual survey mad
SILT FENCE WISTEEL under my supervision (deed description recorded
STAKES @ 6 FT. O.C.
in Deed Book 1146 , Page 676 ),- that the boun
not surveyed are clearly indicated as drawn from
DOUBLE ROW WIRE BACKED information found in Book ---, Page --- th,
SILT FENCE WISTEEL
STAKES @ 6 FT. O.C. Waters ers o f the ratio of precision as calculated is 1:10000;
o
that this plat was prepared in accordance with C
ROCK FILTER Lake Lure 47-30 as amended. Witness my hand and seal i
°
0
E= 990.5' 6th day of seep tember_A. D 2
THE BANK AT THE SHORELINE IS RELATIVELY STEEP AND THE
PROPERTY IS MIGRATING TO THE LAKE. THE PURPOSE OF THIS Sig n a t u re
PROJECT IS TO STABILIZE THE SHORELINE BY REPLACING A PARTIAL --------�----------�-
SEAWALL WITH A TWO TIERED RETAINING WALL SYSTEM WHILE Land Surveyor
L i c e n s u re Number L— 418 3
MINIMIZING THE DISTURBANCE TO THE TROUT BUFFER AREA. THE
PROJECT WILL BE COMPLETED DURING THE LAKE DRAW DOWN
PERIOD BEGINNING DECEMBER 1 2019. THE DISTURBED AREA WILL \\\ �'� CA0
EXTEND INTOTHE DRAWN DOWN LAKE APPROXIMATELY 4 FEET IN �' ' E SSA
0 0 Q 6 per'
FRONT OF THE NEWLY INSTALLED SEAWALL. ,�-- ` 7
ROCK FILTER = _ SEAL
L-4183 =
4 REMOVE EXISTING SEAWALL
DISTURBED AREA = 4900 SQ FT (TOTAL)16
,
(VEGETATION REMOVED)
0 0 DISTURBED TROUT BUFFER AREA =1490 SQ FT
0 000
°
TROUT BUFFER AREA = 4940 SQ FT
i
i
N '87o 09
.-------------------- ---------------- ,3 7
F uld rebar
�OCK FILTER
i
25FT TRO
UT100,
u
100,
.01
.01,00
100,
/ XJ
ool
j
F
/"00,-,
/o
1000
8 FEET
ROCK FILTER
SEAWALL FACE
Waters of
Lake Lure
EL= 990.5'
REMOVE EXISTING SEAWALL
{
BELGARD BRAND SEGMENTAL BLOCK
RETAINING WALL, STYLE ANCHOR DIAMOND
PRO PIN SYSTEM BOW=995.5, TOW=1001.5
BELGARD BRAND SEGMENTAL
= BLOCK SEAWALL, STYLE TBD
TOW=995.5' +l-, BOW=988.0+1-
RIP RAP INSTALLATION (UP TO 4 FEET ON LAKE
SIDE OF SEAWALL). APPROXIMATELY 3 FEET OF
THE 4 FOOT WIDTH WILL BE BELOW THE NORMAL
WATER ELEVATION AND ONE FOOT WILL BE
ABOVE THE NORMAL WATER ELEVATION.
ROCK FILTER
DISTURBED AREA = 4900 SQ FT (TOTAL)
(VEGETATION REMOVED)
Waters of
Lake Lure
EL= 990.5'
DOUBLE ROW WIRE BACKED
SILT FENCE WISTEEL
STAKES @ 6 Ff, O.C.
DISTURBED AREA = 4900 SQ FT
(PART OF TOTAL)
(VEGETATION REMOVED)
ROCK FILTER
LINE
BEARING
DISTANCE
L1
S 24009'06" E
11.07'
L2
S 29041 ' 02" E
9.55'
L3
S 32012'
24" E
14.75'
L4
S 20009' 12"
E
6.81 '
L5
S 24°27'05" W
4.40'
L6
S 60006'56" E
13.46'
L6A
IS 37036'07 E
9.01 '
L7
IS 31 °54'04 E
13.69'
L8
S 47° 03' 18
E
3.81 '
L9
S 11043'52"
E
11.43'
L 10
S 2 4° 16'
17
" E
4.8 8'
L1 1
S 21 °59'03" E
9.73'
L 12
S 21 ° 19'
44" E
15.2
9'
L13
S 02039'06" W
13.46'
L 14
S 03046' 14"
W
9.00'
L15
IS 07007'04" E
4.36'
L16
S 07007'04" E
8.67'
L 17
S 100
17'
40" W
10.46'
L18
S 09008'39" W
11.07'
L19
S 19035'19"
W
1
1.10'
L20
S 09034' 47" W
24.15'
L21
S 23053' 13"
E
29.38'
L22
S 29° 46'
12"
E
10.19'
SEAWALL/RETAINING WALL LAYOUT FOR SHEET PARTIAL PLAT
MR. AND MRS. STEPHEN LOWERY
2
402 HOLMSTEAD DR., LAKE LURE, NC 28146 SCALE -1/8" =1'-0"
ENGINEERING BY
KIM B. WARNER, PE, PLLC
139 COUNTRYWOOD DRIVE
FOREST CITY, NC 28043
PE NO 19856 COMPANY NO P-1583
DATE 10-02-19
REV 10-04-19
REV 12-17-19
REV
REV
ALL FEDERAL, STATE, LOCAL CODES, ORDINANCES AND REGULATIONS SHALL BE CONSIDERED AS PART THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR
OF THE PLANS AND SPECIFICATIONS FOR THIS STRUCTURE AND SHALL TAKE PRECEDENCE OVER THE EXECUTION OF THESE DESIGNS OR THE TECHNIQUES
ANYTHING SHOWN, DESCRIBED OR IMPLIED WHERE VARIANCES OCCUR,
SIGNIFICANT CARE AND EFFORT HAVE BEEN TAKEN TO ENSURE THAT THESE PLANS ARE CORRECT USED TO COMPLETE THEM UNLESS SPECIFICALLY
AND COMPLETE. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING AND VERIFING ALL DIMENSIONS CONTAINED WITHIN THE PLANS.
AND EXISTING CONDITIONS, VARIATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN
ENGINEER FOR RESOLUTION. FILENAME: FARNSWORTH-LOWERY SW3

1000
cD
a—
995 - -- — — -
- -
oI
oI -
of
-
N \\� 1CARO�/ii
WL
19856
100
x��
ocli
— - - -- -- - ---- --- 995
O O CD O_ O O_ O O CDO_ O
'I 'T of OI of of of OI OI C= of
SCALE - 3/1611=1'-01
1
T,I c::>I off
---
LAKE EL = 990!
---- LAKE fU= 990 5- -- - - --- ------ - - -- - - —
RETAINING WALL ;SL7H END)
SCALE
oI oI
of of ®1 0
LAKE EL = 990.5' LAKE EL = 990.5'
996
RETAINING WALL (VALLEY)
SCALE - 3/16 11 = 1 1-0 11
3/1611=1'-0"
GEOGRID CROSS REFERENCE (PUBLISHED IN 2014 SRW CATALOG)
SELECTED
STRENGTH
SRW
SERIES
LTDS
MIRAFI
MIRAGRID
LTDS
SYNTEEN
SF
LTDS
STRATA
STRATAGRID
LTDS
TENSAR
MSEIHS
LTDS
CARTHAGE
GX
LTDS
VERSA-LOK
VERSAGRID LTDS
GEOSTAR
GEOGRID
LTDS
UNIVERSAL
635
-
-
-
-
-
-
-
- -
-
-
3SERIES
1093
2XT
1096
SF20
1059
SG150
939
UX1100
1450
GX-150
1011
- -
-
-
--►
5SERIES
1919
3XT
1918
SF35
1918
SG200
1919
UX1400
1760
GX-300
1879
VG3 1910
HP200
1920
7SERIES
2740
5XT
2575
SF55
2740
SG350
2666
UX1500
2860
GX-500
2601
VG5 2740
HP300
2690
8SERIES
3412
7XT
3233
SF65
3397
SG500
3412
UX1600
3620
-•-
--•
-- -
-
-
9 SERIES
4137
BXT
4055
SF80
4137
SG550
4346
UX1700
4390
GX-800
4228
VG8 4137
HP500
4483
10 SERIES
49M
10XT
5206
SF90
4932
SG600
4852
UX1800
5080
GX.1000
5658
-- -
HP600
4921
WALL DESIGN CHART WINOSURCHARGE@TOP
A
WALL FBGHT
B
MIN. FOOTING SIZE
C
MIN. GEOGRID LENGTH
D
MIN. TOP GEOGRID
T-T-T?
2'.0"
NIA
NIA
44"-9-e
2'•6"
5'.6"
T.0"
T4F-v4r
2'.6"
8'-0"
10'-0"
S$--11'-S
3'.0"
10'-6"
12'-0"
GENERAL NOTES:
1. SOIL LOADINGS CONSIDERED IN THIS DESIGN ARE BASED ON THE FOLLOWING PARAMETERS:
FRICTION ANGLE COHESION UNIT WEIGHT SOIL TYPE
FILL SOIL <28 DEG 0 PSF 125 PCF WELL COMPACTED SILTY SAND
RETAINED SOIL <32 DEG 75 PSF 125 PCF WELL COMPACTED SILTY SAND
FOUNDATION SOIL <32 DEG 75 PSF 125 PCF WELL COMPACTED SILTY SAND
2. GLOBAL STABILITY AND SEISMIC LOADING ARE NOT CONSIDERED IN THIS DESIGN.
3. HYDROSTATIC LOADING IS NOT CONSIDERED IN THIS ANALYSIS. SUFFICIENT DRAINAGE MUST BE
PROVIDED SUCH THAT HYDROSTATIC LOADING DOES NOT DEVELOP IN THE REINFORCED ZONE.
4. ANALYSIS ASSUMES SOIL BEARING CAPACITY OF 2000PSF OR GREATER, AND FILL PLACEMENT IN
8" LIFTS COMPACTED TO 95% OF STANDARD PROCTOR. CONTRACTOR TO ENSURE THAT
COMPACTION REQUIREMENTS ARE MET.
5. REMOVE ALL VEGETATION BEFORE BACKFILLING AGAINST WALL
6. RETAINING WALL UNITS AND INSTALLATION SHALL CONFORM TO THE MANUFACTURERS GUIDELINES.
7. 10OPSF SURCHARGE IS APPLIED TO TOPS OF WALLS WHERE PARKING AREA OR DRIVEWAY IS
PRESENT AND WHERE SLOPE AT TOP OF WALL IS 3 TO 1 OR MORE.
1005
I
IIIIII�IIiIII
C
_
lil-1
^N
r
SEE CHART FOR
a,
APPROPRIATE GRID
1000
LENGTHS - --
�,
_
UNDISTURBED SOIL
#57 WASHED STONE
NON WOVEN SOIL SEPARATING FABRIC
MIRAFI 3XT OR EQUAL GEOGRID STARTING
AT SECOND COURSE AND CONTINUING IN
EVERY OTHER COURSE AS SHOWN
BELGARD BRAND SEGMENTAL BLOCK RETAININGAAA —�-
"bIvu
PIN SYSTEM BOW=VARIES, TOW= 995.4
-
PROVIDE NOMINAL 13' PVC WEEP HOLES —
ABOVE WATERLINE AT 10' INTERVALS
# 57 WASHED STONE ON UNDISTURBED SOIL WITH
MINIMUM BEARING CAPACITY OF 2000PSF
TOW EL.=1004.0'
TOW EL. =10013
HEIGHT BASED ON EXISTING
GRADES. SEE CHART FOR
APPROPRIATE GRID LENGTHS
Q
8'-0" MIN-12'-0" MAXIMUM
y,
W_R
1000
995
TOP OF FOOTING IS 8" BELOW
TOP COURSE OF SEAWALL
TOW EL. = 995.4
SEAWALL DOES NOT VARY IN
HEIGHT RELATIVE TO FULL POND
ELEVATION; ONLY DUE TO DEPTH
OF WATER AT VARIOUS LOCATIONS
INSTALL RIP RAP OVER SOIL
SEPARATING FABRIC PER TOWN OF
=
LAKE LURE REGULATIONS. RIP RAP
WILL NOT EXCEED 4 FEET IN WIDTH.
LAKE LURE E . 990.5
L 5'-0" MIN.
TYPICAL SECTION (A) TOP LAYER - T-0"
SCALE-1/211=1'-011
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