NCC220083_Site Plan or Location Map (2)_20220126

EASEMENT LINE TABLE BOUNDARY LINE TABLE BOUNDARY CURVE TABLE CERTIFICATION OF REVIEW BY LICENSED SOIL SCIENTIST
LINE # LENGTH DIRECTION LINE # LENGTH DIRECTION CURVE LENGTH RADIUS DELTA CHORD CHORD BEARING 50' PUBLIC RIGHT-OF-WAY I HERVY CERTIFY THAT LOT(S) _t '?,- f3 SHOWN ON THIS PLAT
EL16 2.93' S02°04'38"E L1 50.00, S78'39'12"E C1 23.80' 895.00, 001'57'42" 23.79' S12'19'39"W FOR we W-41 WRfii ' 31.VAVE BEEN REVIEWED AS APPROPRIATE AND WITH RESPECT TO MINIMUM LOT
6' 20' ASPHALT PAVEMENT 6' REQUIREMENTS SET FORTH IN SECTION V OF THE REGULATIONS GOVERNING SEWAGE TREATMENT AND DISPOSAL
EL17 248,22' S61'36'24"E L2 23.19' NO2'04'38"W C2 151.12' 645,00' 013'25'25" 150,77' N04'38'05' E SYSTEMS IN WAKE COUNTY AS AMENDED FROM TIME TO TIME. AS OF THIS DATE, AND BASED ON THIS REVIEW OF
1" PER FOOT EXISTING SITE CONDITIONS THE LOTS NUMBERED ABOVE ON THIS PLAT WILL PRESUMABLY MEET THESE
EL18 188.60' NO2'04'38"W L3 20,76' S02'04'38"E C3 22.39' 25.00' 051'19'05" 21,65' N27'44'10"W 2 1/4" PER FOOT 1/4" PER FOOT REGULATIONS,
EL19 219.50' N13'49'26"E L4 60.53' S31°25'25"E C4 49,26' 56.00, 051°19'04" 47,63' N27'44'10"W �'L/Q -- —_ - 3�44q
h�P %
g'1 I 2" SUPERPAVE I HEREBY CERTIFY THAT LOT(S) ` SHOWN ON THIS PLAT
EL20 201.29' N43'20'02"E L5 131.72' S43'20'02"W C5 73,46' 55.00' 076'31'52" 68.12' N36'11'18"E TYPE SF9.5A FOR HAVE BEEN REVIEWED AS APPROPRIATE AND WITH RESPECT TO ALTERNATIVE
COMPACTED SUBGRADE 8" CABC STONE REQUIREMENTS SET FORTH IN SECTION VI OF THE REGULATIONS GOVERNING SEWAGE TREATMENTAND
EL21 10.36' S31°25'25"E L6 6.78' S43'20'02"W C6 99.43' 55.00' 103°34'47" 86.43' S53'45'23"E DISPOSAL SYSTEMS IN WAKE COUNTY AS AMENDED FROM TIME TO TIME. AS OF THIS DATE, AND BASED ON THIS
EL22 249.60' N61'36'24"W L7 114.06' S13'49'26"W C7 49,16' 55.00, 051'12'26" 47.54' S23'38'14"W 5 WEE`I'WA1 E:R L,ANE REVIEW OF EXISTING SITE CONDITIONS THE LOTS NUMBERED ABOVE ON THIS PLAT WILL PRESUMABLY MEET
NOT TO SCALE THESE REGULATIONS.
EL24 202.95' N10'32'02"E L8 8.64' 213°49'26"W C8 22.39' 25.00' 051°19'04" 21.65' S23°34'S4"W
PRELIMINARY CERTIFICATION DOES NOT REPRESENT APPROVAL OR A PERMIT FOR ANY SITE WORK, NOR DOES IT
EL25 10.97' N76'14'59"E L9 92.78' S13'49'26"W GUARANTEE ISSUANCE OF AN IMPROVEMENT PERMIT FOR ANY LOT. FINAL SITE APPROVAL FOR ISSUANCE OF
EASEMENT CURVE TABLE LOT NUMBER AREA (SF) AREA (AC) IMPROVEMENT PERMITS IS BASED ON REGULATIONS IN FORCE AT THE TIME OF P EPENDENT
EL26 2.93' S02°04'38"E L10 64.14' S02'04'38"E
CURVE LENGTH RADIUS DELTA CHORD CHORD BEARING 42 54,112 1.2422 ON SATISFACTORY COMPLETION OF INDIVIDUAL SITE EVALUATIONS FOLLOWI I�A�fQgJ FO S
EL137 36.24' N48'46'00"E L12 132.86' S02'04'38"E IMPROVEMENT PERMIT DETAILING A SPECIFIC USE AND SITING.
EC9 81.58, 70.00' 066°46'27" 77.04' S37'45'55"E 43 60,597 1.3911
EL138 46.85' N36'22'19"E L13 63.05' S10'32'02"W NC GRID NAD83(2011) ANY CHANGE IN USE OR ANY SITE ALTERATION MAY RESULT IN SUSPE 104-14 �,C T N.
EC10 285.17' 70.00' 233'24'44" 125.07' N49'42'29"W 44 64,539 1.4816 //''�' /j ,l-
EL139 61.75' N52'54'26"E L14 307.30' N66'19'46"W V P /
45 48,297 1.1087 /- L�7� (•� � ,��, ��4'A
EL140 50.95' N15°30'21"E L15 29.68' N04'04'19"W 46 60,539 1.3898 GRAPHIC SCALE3�2�Z�i{ y ttt
1ao 0 50 100 20o DATE N LICENSED SOIL SCIENTIST
EL141 43.28' N34'14'45"E L28 57.42' S43'20'02"W 47 74,137 1.7020 F' CD
J
EL142 20.00' S56'51'48"E 48 47,998 1.1019 / V)
EL143 40.37' S34°14'45"W LEGEND 49 44,977 1.0325 -/J( -Q
50 46 662 1.0712 ( IN FEET) q8s �'A �z �Y�. "ti
EL144 54.42' S15'30'21"W BM BOOK OF MAPS BOUNDARY LINE NEUSE RIVER RIPARIAN BUFFER
DB DEED BOOK — — RIGHT OF WAY LINE 51 48,080 1.1038 N/F 1 inch =100 ft. \ (MEASURED 50' FROM TOP OF O 1248 Q0
EL145 65.62' S52'54'26"W
PG PAGE LINES NOT SURVEYED KIMBLERY P ATKINS BANK EACH SIDE) Gp'
N/F NOW OR FORMERLY - — — — — — — - EASEMENT LINES 52 51,388 1.1797 NORTYI
& KELLY P COULD EL148
EL146 46.11' S36°22'19"W EL149
R/W RIGHT OF WAY NRB NEUSE RIVER BUFFER 53 121,082 2.7797 D.B. 15445, PG, 2688 NEUSE RIVER RIPARIAN BUFFER NRB (TIE) EL137 (TIE) _
EL147 53.55' S48°46'00"W CID CALL POINT — FW FW — FLOODWAY PIN# 1742.04-80-3817 ESMT TO ESMT ESMT TO EIP
EIP EXISTING IRON PIPE TOTAL 722,408 16.5842 (MEASURED 50' FROM TOP OF L15—
EL148 25.09' N04°05'56"W — 100 YEAR FLOODPLAIN ' VACANT ) \ N 04° 05' 33" W EX. 25' TREE &
EMAG EXISTING MAG NAIL HATCH DENOTES FLOOD HAZARD BANK EACH SIDE
ECM EXISTING CONCRETE MONUMENT N 04' 05 56' W t 103.28' VEGETATION I
EL149 157.94' N04'05'42"W ----- -' SOIL AREAS --
IPS IRON PIPE SET N 04° 05' 56" W 358 54 -.` f t PROTECTION ZONE
XXX DENOTES ADDRESS 207.03' F<� f BM 2018, PG 2125
EL150 194.70' N56°51'48"W MIA MAXIMUM IMPERVIOUS ALLOWED N 04° 05' S6" W �� , f
N 04' 06 56" W 206.50'
PHASE IIi �!
N 04' 05' 56" W - 204.98' - -- ' F \ F
N 04° 05' 56" W '1' _
EIP 210.00' \ 9./
EX. 25' TREE & �s _ N4 ` EL150 ` N/F
/
137.65' C' Q f (TIE) I
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WA COUNTS ■ NC 193� PIII\SE Ill to PROTECTION ZONE QS - E(i4p ESMT TO EIP DB 18064, PG 2395
`� N 5 BM 2018, PG 2126 w 53* ' '
TA Y L . BRIJNNER °' a N \ BM 2020, PG 1197 I
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RE ISTER OF DEEDS N \ PIN# 1742.04-91-2994
m c„ "' 48,080 S.F. 121,082 S.F. L944'�
N/F 48 rn 4 u, 52 N 2.7797 AC. ,�''EL142 — — -- — —
PR ELATED &RECORDED KIMBLERYPATKINS s� % rn
y 46,662 S.F. 1.10 AC.
v 47,998 S.F. 51,388 S.F. MIA=7,567 S.F. r 9 r (TIE)
64 ;2021 ,15 ; 15 ; 16 & KELLY P GOULD 44,977 S.F. 1.07 AC. MIA=7,567 S.F.
r ESMT TO ESMT
o `� 1.03 AC. MIA=7,567 S.F. 1.18 AC. \ t
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16 (TIE) , `' EASEMENT �.
\ ESMT TO EIP (NEW 50 PUBLIC; R/W) 1620 1616 ASPHALT
EX. 2 E NEW 15' PUBLIC / C 1632 1628 203.24' BM 2020, PG 2071'`
5 TR E & / 205.32'
STREET
DRAINAGE / ?� 146.66' L3 rw- •' " 1 PIN# 1742.04 3777
/ VEGETATION o R` o S 02' 04' 38" E , ti ,
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w N pg' 38' 05" `N \ S / 1633 r,'� LITTLE BEAR LANE
\ 1 ^029 1625 1621 "�� I BM 2020, PG 2071
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EL16 EXISTINGi��r EASEMENT \ `C
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r' °% r''t EIP IN TREE / % ESMT TO EIP STREET x SQL ♦ / 1 / BM 1983, PG 812 ?
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SET ON PROPERTY LINE t�` f /^ 42 "G �26 w��� /� DB 18005, PG 32
74,137 S.F. 2 R1 ♦ /
.- 1.7d AG. / /w� 46 a N 45 43 , r 54 LOT 3 BM 2020,
EX. 25' TREE & r ;,, 44 cn �, /
! MIA=7,567 S.F. s� / m rn �' o, 54,112 S.F. 00 - - ` _ / PG 1197
;VEGETATION , j r ':. 60,539 S.F. °t a, 48,297 S.F. co o w 1 / —
j / ` " N y w °' 60,597 S.F. 1.24 AC. 4 �/ / N/F /
r PROTECTION ZONE ,-//, ', N ry 7 1.39 AC. n> 64,539 S.F. o cn
NEW 10' PUBLIC 1.11 AC. 00 A cn MIA=7,567 S.F. — ♦ /
' rJ '` `O ^ `� � 1.48 AC. cn 1.39 AC. ♦ SWEETWATER WAKE LLC /
BM 2018 PG 2126 1/ o DRAINAGE & ACCESS �' MIA=7,567 S.F. g MIA=7,567 S.F. ,, cn N N/F
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3:*/ l j % f - - - � EL25 NEW 20' PUBLIC ✓ U BM 2418, PG 2126 / ♦ / SWEETWATER WAKE LLC
/ a /"- FEMA FLOODWAY BOUNDARY , (TIE) PIN# 1742.04-91-6358 / DB 18019, PG 1479
FEMA FIRM: `;! !. ;:';%?' ESMT TO EIP DRAINAGE &ACCESS / EX VARIABLE WIDTH / PIN# 1742.04-92-6513 \
3720175200J & 3720174200J EASEMENT / /
EFFECTIVE DATE `142.67 EL24 / / / PUBLIC DRAINAGE, / ,-- ., BM 2020, PG 1197
//LL ,MAY 2, 2006 ' S 10° / /— — _ — ACCESS & o (55 �\
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FEMA FIRM. — BM 2020, PG 2071 /
3720175200J & 3720174200J EX. 10' PUBLIC t `C7_ DRAINAGE A53.25' ` ( 1
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j�� MAY 2 2006 / BM 2018, PG 2126 EX. VARIABLE WIDTH EMENT' �S `( \���. ` N/F S1'PC�S
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PIN# 1742.04-91-7599 42D
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BM 2018, PG 2126 '-
f EX. OPEN SPACE 3 PIN# 1742.04-91-9312
PUBLIC DRAINAGE,
ACCESS & MAINTENANCE 1 N/F , i —
BM EASEMENT
E T l l SWEETWATER WAKE LLC SWEETWATER WAKE LLC '` SWEETWATER WAKE LLC SWEETWATER WAKE LLC, (TIE) Q ` � � /'� ' ' /, s �/' MATTHEW & BRIDGET
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PIN# 1751.01-09 0864 PIN# 1752.03-00-1200 BM 2018, PG 2126 BM 2018, PG 2126 BM 2018, PG 2126 ` — o .A
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"/ f / PIN# 1742.04-90-9493 ` PIN# 1742.04-90-9690 PIN# 1752,03-00-0706 ` EX. 10' PUBLIC N/F \ �2 6- a
Q � � q2 /'� FUTURE RM/ � 1 - PIN# 1742.04-92-9062
DRAINAGE SWEETWATER WAKE LLC �1�j1 4� QO BM 2020, PG 2071 t Cr tit �-
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BM 2018, PG 2126 PIN# 1752.03-01-0031 <� �i� / / �
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SWEETWATER WAKE LLC
RECORDED IN BOOK OF MAPS 2021 PAGE 1 - WAKE COUNTY REGISTRY PIBM N#17018,P 21257 PLG-00I314-2019
JOHN A. EDWARDS & COMPANY SCALE: DATE: SURVEY FOR: SHEET
��SS/p �/�/' -- 1" = 100' 03-24-2021
y _ _ Consulting Engineers SWEETWATER SUBDIVISION
NC License F-0289 FLD. 8K. &PAGE DRAWN BY: 2
-IL /271� = 333 Wade Ave. Raleigh, N.C. 27605 PHASE 3 LOT -By -LOT
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U _ = = Phone: [phone] CLIP / BF
( ) FILE NO: CHECKED BY: RALEIGH WAKE COUNTY NORTH CAROLINA
_ Fax: [phone]
1°'� o JAE JR. SUBDIVISION & EASEMENT PLAT
`'''Aa'n,nrnnu❑mn�n`v�``�P`3—ZY'TiO2r DATE REVISION BY E-mail: [e-mail]