SW1240701_Plansheet - Existing Drainage Area_20240913

I'AA13&10
PROFESSIONALS, P.C.
RIVER RUN EXECUTIVE OFFICES
SUITE-B
1 10 EXCHANGE STREET
DANVILLE, VA. 24541
N.C. LICENSE: # C-2577
V.A. LICENSE: # 0404-00 1 40 1
PHONE NO. [phone]
FAX NO. [phone]
\nn/wlandeng.com
c TORMCl'IFDUI F/'HFOUI F GRATED INLET L' GRATED INLET'AA'
TOP=213.99 TOP=2101.39
STORM CL EA NOUT'A' IN 1N=2133.29 INV IN(24"RCP)=2096.09
TOP=216738 INV
OUT=2133.19 INV IN(24"RCP)=2096.09
INV=2161.68 INV
OUT=2095.89
/RATED INLFT'M'
STORM CL EANOUT'B' NV OUT=213 GRATED INLET'RR'
TOP=z164.37 /NV OUT=2/32.fi4 TOP=2098.4.
INV=2159.07 INV OUT=2 04. 0
GRATED INLET iV' INV OUT=2094.78
STORM LY EANOUT'C' TOP=2135.29
TOP=2162. )=2131.79 GRATED INLET'CC'
INV=215751 INV IN(24"RCP71 INV
IN(15"RCP
)=213J.59 TOP=2157.10
GRATED INLET'A' INV OUT=2131.49 INV OUT=2154.00 0
TOP=2167-1 GRATED INLET 0' GRATED INLET'OD'
INV T=2309 TOP=2131.68 TOP=2151.68
INV OU OUT=2162.99 INV OUT=2 271 INV OUT=2 38
49.
INV OUT=21271g INV OUT=2146.38
GRATED INLET'R'
TOP=2166.09 GRATED INLFT'P' GRATED INLET'EE'
INV IN(12 PVC)=2159.24 TOP=212123. NV OU=214
INV IN(12"CMP)=2159.14 INV 1N=2123.05 /NV OUT=2141.84
INV OUT=2159.04 INV OUT=2122.95 W
STORM MANHOLE'FF'
GRATED INLET'C' GRA TEO INLET 0' TOP=2150.25
TOP=2160.89 TOP=2128.75 INV IN
INV 1N=2155.49 INV 1N=2122.55 INV IN(EE)=2141.35 IW�
INV OUT=2155.39 INV OUT=2122.45 INV
OUT=2141.25 '
• GRATED INLET'0' GRATED INLET'R' GRATED INLET'GG' / / / /�( f r
TOP=2160.66 TOP=2125.19 TOP=2121.72
INV OUT=2154. INV OUT=2119. INV OUT=25.32
INV OUT=2154.96 INV OUT=2119.69 INV OUT=2115.22
GRATED INLET'E' GRATED INLFT'S'
TOP=2160.fifi TOPIN(2461 TOP IN(155
INV IN(IS PVC)=2156.06 INV IN(24"RCP)=2118.91 INV IN(24 RCP)=2112.65
INV IN T=21 CMP)=2153.59 INV IN(JO"RCP)=211B.61 INV IN(24"RCP)=2112.65
INV OUT=2153.9fi INV OUT=2118.51 INV OUT=2112.55
GRATED INLET'F' STORM MANHOLE'T' GRATED INLET'll'
TOP=2153.65 TOP=2125.33 TOP=2102.78 [r/w/
/ / \ j
INV 1N=2145.25 INV IN(15"RCP)=2118.43 INV OUT=2098.92
INV OUT=2145.15 �_ i - / / / /T�� '
INV IN(36"RCP)=211B.03 / i ��/// /i \ \ \
INV OUT=2117.93 GRATED INLET'JJ'
CRATED INLET'G' TOP=2137.35 / /�i /// /j% \ \ I -1k \ \ \ •
TOP=2151.81 GRA DIN FT'/' INV 1N=2124.65
INV OUT=2148.81 TOP=2121.29 INV OUT=2124.55
INV OUT=211759
GRATED INLET'H' _� / / \, \ \
TOP=2152.45 GRATED INLET'V �i % a I ,� / d I �•
INV IN(15"RCP)=2148.25 TOP=211706 /'i / //�6 / .- l \
INV IN(24"CMP)=2/4725 INV 1N=2113.36 r
INV IN(18"RCP)=213705 INV OUT=211326 i
INV OUT=2136.85 �S Y i ' // / \� i� Z "�'+b'$.6 / \ \ \ LD AW/
GRATED INLET'W' ?
STORM MANHOLE'I' TOP=2116.6fi 2<P 5" j / �� / / / / I I\ / /rye/ / / / Z /^u\TOP=2151.99 INV IN(18"RCP)=2112.46
INV IN(12"HDPE)=2145.79 INV IN(15"RCP)=2111.96 /
INV IN(30"CMP)=2/32.49 INV OUT=2111.86 / �i }y � I ' -` _ i -I /INV OUT=2132.39 /
GRATED INLET'X'
STORM MANHOLE'J' TOP=2113.7TOP .
INV IN 1(12-CPP)=2150.36 55.29 /NV INV ur=v OUT=2690
o6.aa
_
INV IN(24"RCP)=2150.26 'Y'GRA IED INLET 3 / '�
INV OUT=2J50.06
➢a TOP=2J05.B9
GRATED INLET'X' INV 1N=2101.99
TOP=2150.40 INV OUT=2101.89
INV IN(A-PVC)=2146.J0
INV IN(24"RCP)=2146.30 GRA IED INLET'Z' / \ ( INiO \
INV OUT=2/46.10 NV OTOPU01.16 / / / _ - \ \ \ \ \ \ 1 \ \ - \\
INV OUT=209796 �''
,
(£80VN)H16ON ORIo ON < _ /- \ \- ,
1 - \ \n4 _ \ \ \ /\ vim \ \ \I F�
EXISTING SWALE DRAINAGE AREA
/ o - �� �- \ \ \ \ - � - - 3.15 AC FOREST \ / \•� \\ \ I \ I 3\ a OHE
C�% \ \ \ IN
.do•os 0.36 AC GRASS \ // \ I \ I I \ l a �+
Mso•oos6 s� / �d Egs _ , / � '� \ \ \ �\� , � - - - -� \\ \ � _ - I
_ uli 0.00 AC IMPERVIOUS
ACRES \ \/° I\ \ \ \ DMP-GA5•� A
0
/ \ - - / -n• - - - - \ \
_ ( / -4w,
S w) � \ 6� Jd•zI Il I \ \ Q / / // // %/ // ___ �=��� \ � - I I / / / � ✓ ` � I "'w � _ /�� //�% � / / / / / �&� I- \S ,• °� _ / fjl \ - (� / // / �/, 1��9��CkE� _ ��\ \ \� \ = I I I I I I / / / � � \ \ \ �\ 1 \ \ ^ -«`\ f!� \y ° /' III�III IIIII\\ \ 9 Ojii i/////i//// / _ _ -rI\\/I%/�� I\I I \�\\\ s 'S�t� \ \ \\ \ \ \ I I I / / / ' / ' / - \\\ \ \\ \ \I jam%'i%j/i�� / // / /4 / x _/ /�%-_ - _ / - /� - // sI -
GREATER ASHE/LLE -0-
12r UE REGIONAL
AIRPORT 24;�Ho
-
d�•
n \ \ \ \ \ \ /moo/
� AUTHORITY _ � \ \\ � \ \ I 24 CULVERT DRAINAGE AREA / 'ell
//� OB 5565 PG 1196
yen PB230PG36 - \ /
ss ci'�� I.55 AC FOREST � a
INV I // % / / A PORTION OF PIN / 1 \
e as LJ ��" III✓ t j ��i /i///�// 9643-52-3273 \ \ \ \� "� / / 0.14 AC GRASS 24^RCP
"
Il✓/ 0.00 AC IMPERVIOUS 24 RCP g =
1.69 ACRES O
ny Ay � U GAVEL AREA / .,,i�./i �� / / / / j8"R�,•
■8i \ 'q // // \ GF /�////// r/ \\ nay siri / r / / l l / l l / -AS INJ IN / / �j5•RCP
� 1 � � � / / / l l l / / J r / / y,�M' •�� / / LEGEND
_. d / / / �r // / / / / /
s I ' ?� / RF O REBAR FOUNDEXISTING POND DRAINAGE AREA
0.16 AC FOREST �/ / / / / / MNFO MAG NAIL FOUND
, _ / / / , , , , \� p \,�
- / 0° IRON FOUND AS NOTED
• a `� 1.95ACGRASS - � , , / , % � 'ram /
`a,d .eI n �, ,-�sYsl .BG,tsw$✓ L^ I / & X-9� E / - / /
�� _ •�r r 2.89 AC IMPERVIOUS _ _ / „ -//; // •/ / U � MONO HIGHWAY MONUMENT FOUND
5.00 AC TOTAL - -" - - OEr �Ir '� /_ a COMPUTED POINT
/ _ 93 RE 0 D / / / / ` POP,
Rp B�0 R EW) 9�11 ,g RCP
! REBAR SET
e
na
0 CONTROL POINT
UTILITY POLE ♦ �
CAR
30'
/
OH OVERHEAD UTILITY �`O� FEss/o '0''�.
^ " SANITARY SEWER MANHOLE _ �° �'� 7 •
r - � �\ -Exa� Q � ;� ' ' ' � 2A� y s ��.\ r 8 DIOG GRATED STORM STORMMANHOLE
SEAL o
43527
CO CLEANOUT '�.72
G 8 �/// UNDERGROUND SANITARY SEWER ��,��< CP��♦♦♦
Yam.E%�STIND SPACES / ' W ,u` g UNDERGROUND GAS LINE ."41
W UNDERGROUND WATERLINE
I:. - � UE UNDERGROUND ELECTRIC
Y �
IRAfFlC \ \'9f' � \
/ /\ a
UT UNDERGROUND TELEPHONE
UG CTV UNDERGROUND CATV
U A UNRGROUNFIRDEEHYDRAND ANOMALY �
nosrls y \ \ \ \
w �"" WATER VALVE
T ROAD R/ ) \
\ �\ RCPw w �� AIRo�100. FU gp4j47 © WATER METER
- - - -� 24'RCP ' - - "-- tip<O �- \ � ROUTI 28 ROJECT 1 ,2 m ELECTRIC METER
COOT ETC SANIT214790 HOLE
-` ,,�".,.y�a.^..�•_^'Fx+�` - ������; \ Zp\ \ s�E JJ SD x NaVo1N=2137.10 0 ELECTRIC CABINET
INV OUT=213700 ELECTRIC PEDESTAL
+ Ssx 2" ❑ EDGE OF PAVEMENT
- o -CHAIN LINK FENCE
AIRPORT ROAD \ ��� oz 6'P� =n THIS TOPOGRAPHIC MAP HAS BEEN PREPARED FROM AN ACTUAL FIELD SURVEY AND THERE GUARD RAIL z
ARE NO READILY APPARENT EASEMENTS OR ENCROACHMENTS EXCEPT AS SHOWN. CMP CORRUGATED METAL PIPE o
' -
�o CPP CORRUGATED PLASTIC PIPE ~
THIS TOPOGRAPHIC MAP HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT HDPE HIGH DENSITY POLYETHYLENE o
AND THEREFORE, DOES NOT NECESSARILY SHOW ALL ENCUMBRANCES ON THE PROPERTY. PVC POLYVINYL CHLORIDE
RCP REINFORCED CONCRETE PIPE > o
THE AREA SHOWN HEREON IS NOT LOCATED IN A 100 YEAR FLOOD HAZARD ® PEDESTRIAN CROSSWALK LIGHT w
ZONE PER FEMA FLOOD MAP 3700964300K EFFECTIVE 1 -6-2010. UMP UTILITY MARKING POST
FANNING BRIDGE ROAD IS SHOWN AS HAVING BOTH A 100' RIGHT OF WAY JBOX UTILITY JUNCTION BOX
® BOLLARD
PER NCDOT PROJECT #8.1950205 AND A 60' RIGHT OF WAY PER NCDOT �. BOLLARD
PROJECT #14400C. -+T SIGN
UNDERGROUND UTILITIES WERE MARKED BY THE FOLLOWING MISS UTILITY TICKETS. O SHRUB
0 TREE
w
TICKET #A232261635 CONCRETE Q
UTILITY RESPONSE oo° RIP RAP
ATT/D NO CONFLICT °°°° LANDSCAPED AREA
LINE BEARING DISTANCE CITY OF ASHEVILLE WATER MARKED
L 1 N 04"39'50" E 19.99, CITY OF HENDERSONVILLE WATER & SEWER NO CONFLICT Sheet No.
L2 S 88°05'23" E 23.58' DUKE ENERGY NO CONFLICT
NCDOT TRAFFIC AND FIBER OPTICS NO RESPONSE GRAPHIC SCALE
CURVE DELTA ANGLE RADIUS ARC LENGTH CHORD BEARING CHORD LENGTH ERC BROADBAND MARKED of 2
C1 60`35'07" 47.54' 50.27' S 58°04'42" E 47.96' ALTICE USA CABLE TV NO CONFLICT 80 0 40 80 160
METROPOLITAN SEWERAGE DISTRICT SEWER MARKED Date:
C2 17`11 '04" 1577.89' 473.25' N 09°42'O1 " W 471.48' DOMINION ENERGY GAS MARKED 4/29/24
C3 11`4247" 1996.28' 408. 10' N 12*26'10" W 407.39' CHARTER COMMUNICATIONS CABLE TV NO CONFLICT ( IN FEET ) Scale: 1" = 80'
1 inch = 80 ft. Project No.
23-034-B011\eng\dwg\
F-23034-PLAN-2-REV-1 .dwg