NCC243556_Site Plan or Location Map_20241118

{ZONE AE /y REFERENCE DEEDS NO r
Phillip B.White,certify that this map was drawn under my supervision from an actual survey `: 'y O.NN RO
made under my supervision using GNSS and traditional field procedures'that the boundaries \ I 1 I E H o DEED BOOK 5517,PAGE 1706 '''C'
not surveyed are clearly Indicated and drawn from information found in deed books and plat RE / e az n ns / DEED BOOK 1404,PAGE 425 O`O GP
books as shown;that the ratio of precision as calculated[(21 NCAC 56.1603)]is 1:10,000 orPIN DRa-s7a no DEED BOOK 512,PAGE 483 SITE
better;that the vertical control was completed to meet the class C standard(21 NCAC 56.1605 \ FLOODWAY .// DEED BOOK 495,PAGE 268
(a)),that this map meets the requirements of the Standards of Practice for Land Surveying in oP.e 77 PG gee' (HATCHED)ZONE AEo s o� DEED BOOK 462,PAGE 481 SITE
North Carolina(21 NCAC 1600),that this plat was prepared in accordance with G.S.47-30 as \\ 5/8"RBF IN BASE OF TREE, DEED BOOK 438,PAGE 482
amended. SOUTHERNMOST CORNER
POSSIBLE OVERLAP AREA DEED BOOK 280,PAGE 258
OF D.B.5722,PG.511
I also hereby certify that this survey Is of the following category as described in G S 47-30 WITH D.B.5722,PG.511 DEED BOOK 1459,PAGE 358(ADJOINING DEED)
(F)(11)(c1)That the surveys of existing parcel or parcels of land or one or more existingENNA-CANDLER FIRE AND O`t'Op'r' Q(/EF
easements and does not create a new street or change an existing street. 1/2"RBF LEANING. .J ~ 5 neINC. �Q\°' 2 NR0
�j 1.2'NORTH OF LINE ,..' /
Witness my Original Signature,License Number,and Seal a�rTO, nu /)4 ,/' �PIPF+05 Ra.zoo,Ra. 2 SITE PINNACE ALLEY DR
this 24ih Day of October,AD.,2o24 ;On'(� 'T�/> '✓ty • s AREA OF QUESTIONABLE TITLE 2
� Ess/09�/i�'•� Ra„ (>s (HATCHED ,g
,� Rasa o e *
�ifi a.G(/.fdb =a SEAL pa a 7 z, a: 9221±SQ.FT.
V DEED LINE,D.B.462,PG.481 0.21±ACRES
Phillip ------- '. 4o- ,. DEED LINE,D B 1459 PG 358 / 7c
.C.Professional Whte PLS1. P /
N.0 B.Whte, Land Surveyor •/ OSURVE,j\ ` PROPERTY LINES L12-L15 WITH •t'2"RBF+U 3 '
License#L-4994 ••��P •B �', CENTERLIN 'HOMNygEEI( \ ~ 1 .�
• JJ44 � / `>
I,Phillip B.White also ceriy the following information was used to pe dirfflrie,1 +•)., rr I I ? VIInot to scale)
GNSS Portion of the survey: ' _r# /, �'/ ( /
(1) Class of survey A /^ x / n. �> sp
/ /� v worv'r,uc
T '62"RBF FL
(2) Horizontal Positional Accuracy 001 meters „ '° p aso7atzzaa
(3) Vertical Positional Accuracy 0 01 meters NGS MONUMENT"CANDLER - 1 I •
/ / • ae i5a .1a
N:673299.31' \y ) \ a a Boundary Survey of a Parcels of Land Known As
(4) Type of GPS field procedure Static/RTK
5 Dates of GNSS survey 10/12/2022 E:9028(2011 a
() NAD 83(2011) DS C, �0/ yE DRI� / O- 24 Queen Road
(6) Horizontal Datum/Epoch NAO 83(2011)Epoch 2010.00 / �_
(a Published/Fixed-control NAVD
NGS Monument"Candler" P'a sa I I ,, '' - .-o // f 43 0 IIIIIII\�I\iil11'�//!/. \�. , J. REFERENCES
Vertical a;,
Geoidmodel.Geod18 4�6•n N j1IiI\Illlll III ill lll�l4
(9) ELOODWAY �• I ; t. ,u �11 i II IIII IIII 111 I, 1/2 RBF oaf Record Owner:Bruce H.Anderson&Edith W.Anderson,
NO) Combined grid factor(s)0.999787299561482 HATCHED a III I I III I II I
(HATCHED) ,oa E N 1 I 1I 111 \ Vv'1. �� Trustees of the Anderson Joint Trust
(11) Unts:uS.SuryFeet a \\\11111111111ji11d\\\
OLD CANDLER TOWN ROAD ' %1\� \\\I b i l / 'k PIN9607309527,dBook55179Page1706 9606486826
CANDLER ...'"..",•,------,. �� o no �. .„ `N 2. 1 t
ABPHACTPAVEMENT �j�/ - ��/J Ilf 5 17 34 45"E , 1��" F FL\\ Deed Book 5517,Page 1706
1/2"01W 03• �`' s \ = N �F /.+ 8.69' (1 &
�'- 1 ir4 DIP U° ) / i `� Candler A.Willis,Jr.
6 TIE •1 NV°°�� / / //11 ,igl(\\\�\\\\ m r i._ Deed Book 1404,Page 425
p \ - s 6a°3z•oz-E x' / //L�( •( 111`\\\\\ \\ + R z Upper Hominy Township,
APPARENT ENCROACHMENTS OF its
�) , 8°32'0• O \ 0 \\, \�\\\ - y p,Buncombe County,N.C.
ASPHALT,CONCRETE,AND VARIOUS C5 , .2hiir..,. ZONE AE / / a1 •LARGE NAIL Fi �������\\ o N 72 i o� Field Work Completed:11-29-2022
�\�\0, "- 4 DRAWN BY:P.White&D.Byrd
OTHER IMPROVEMENTS,OBSERVED • T1 '� e° - �``\� \\ N i �� y
D• • 1.27±ACRES - f yti•A9 \\\\\1 °z JOB#22261
White,
ON THE 1.27 ACRE PARCEL, ALL S e, y d •
LARGE NAIL FL \� '8/a>¢f\�\1 \\I�14 h)\'"` ) ,\\\`'
SHOWN HEREON D �. .com
e"' / o wA ������Ir////j/�44,/ f� /c.? \\\ \ Phillip B.White,PLS
my m/\ Pa�EME�T / / `0 _/ ill//// -/i//�ii' /7 f//// //!'�\'\\ \ pwhite Associates Land n Surveyors,
N -CONCRETE
//0� /�//� l/�i / Ed Holmes&Associates Land Surveyors,PA
vz RRF+Oz / a . _ /////// // � 1 /
H'
� N s' ne„ - ;-- )///////e,-1 % R, - `\\\\\\�(�, 200 Ridgefield Court,Ste.208 Asheville,NC
IIV / / '',.,.., h w /i/4,/////i /i,i ,ic 5R1dEVNiueR28806
APPARENT CHISELED x IN sr,"' f / /�/// /// Company Licensure#C-2806
ENCROACHMENT OF ROCK FOUN . a EarvLrvE G! j�� j/////y �\/ Po\ 828.225.6562
B'XB'WOODEN DECK E e i %NO�� //// //� „ VAA1 /111 \
CHISELE RAND I /\a oL •L•LARGE NAIL-0.6 %•,2-/��/// // l 7\ 150' 0' 150' 300' 450'
DRILL HOL IN ROCK ,N. &}{�{�'/Rl;'` re o j 06 • // // %%�ice �1 ��/1/2"-ROD P:-P 8 \ \\\i\\\\\ = =
D 'VC eJv, _ c �r Gi/ / i VAA V AA a V
A2 \' p / 1 ,x / \ // // \\
OB�17:17 aE z3a a6 o-y� \ 1 I !+�,I1//// �r / f \\�\\\ /l \\\2�
MANIA%aa , „ A ` LT ,, 6 6 O ,.\\\\\\\\\�\C y��1\)t)Ifd91,/( ',(j(//("' ,_c�,,,r„ \ \\\\ a SCALE1"=150'
-a ` E
E =oL
O "1/2-"RBF 0J2'f hr ,T,HI or-wq✓ gNp'I• \\\\\\\\\\o \.�. ,t..�..i \/%� Jv4ot+F `A,, \ 4 NOTES
�' 7 \ 6 6 ll \ \\\\\\ ` 25.18±ACRES `° \f \\\l/\
\ / >� 2A9 ,P\\ \\\�\\\\e\\v / INCLUDES 021_ACRE AREA -�,1- %-`\\�\\(,. \\\\ �\\\\\\\\� •Ths sasurvey fex sting parcels of land
` I?-' -026'--�� !4 vp \\\\\\�\ \�\ - - /l ��\,�,\\\\E \\ )1\ \ \ "All areas calculated by coordinate computation method
/ o / �Aa \\\\\\\ \ = OF QUESTIONABLE TITLE \\`% \\ \\\\ g "Thisppropertymaybesubjecttorights-of-way easements,
N \\\ \\ -.moo,-• \\� \\ \\ \\\\. l\ reservations and restrictions,written and nnwrnen owed
# Pc o TRAFFIc Sox-- - / ,n o eb J \ �\ \ �� .„..,.--„W\\1\,4''' t\ ,,\ a a unrecorded,not discovered during the course offin s survey.
1 tea, _ \ \\v` �\'N---,
\ \I \rgl(i�F �•- \\�\ �\ 'The certification shown hereon s not a certification of title,
Nzoning or freedom from encumbrances.
\a.�� \\ �= L41'I li pl�ll II 111'' ;\\�\ ' IIIIII I,l11 i`\,\\ `Iy F\�\ l\ subject property mayr e sob without benefit f oe title work.The
/ +p l n - Q \ \�$ l \I�If l!I/llllli I II \\�\ !)':`l1)i/ 1 \` \ •\ " -"`\ R ecorded and unrecorded not found during the course of this
INV o°1° �I o `Qa m lA\v�vl I1 I1VAAv �_>111 h/�1f - Q' y •
v a,\�A ey
OUT o m°� AV/l�ll II"V A v� it 1 1 I .1 • La o sna(pmng propertyo ownerinformation taken from deeds and
,, A P �A v _ �` 1 o Iota pf repprd as rereren«d
o°'� t A 0/ (\II\�AVAVA ��_ (I 1l'(, v a e F V Ill Rw�.98 Q untleremnntl a o wner n are based a pm deeds nd
v c',2 t.p • \ 91: 1/VV QA 1 Vvv� _ _ ��V�/" vi s., I°lei A AV vV..7/ o and above ground structures.Call 1 800 sed upc 9 before
gs
t� fit.` A /� <sz ° o Ns�i ;,VV '�u�ft�lA\1AVAV - ��v�A��V 3' woe a 'rvl vV\.V1AV v gsng Underground sewer.Ines are baseduponabove
'J _ \ \\i x ground manholes found and information obtained from the
6`s ?`m6¢ •C'�,F ' °F \\�' `mi �� \ \\\ Ss ill.),,,,,I ,4. TOP IRON PIPE Buncomber County MSD webs to and have not been verified.
41' ��.- °� _�� �/ .ar g� \ \ UND 0.2'BG All 'stances shown hereon are horizontal g d d stances
Q ,Fo,\ o cN-A� �C9 yN� _ _ y � \ \\,\ (t1.SSurveyfeet)unlesirrd wise noted Toobtaingrld
/� ^gh y `ti\ o G 2 9 A O O o �_ /////j I�y`,"JL` a o . m - ,,%., - )/\\ \ �\ d slant CI ect pro factor of 0 thin sp 29,"flood 2.
,rw. "SZS' `L PO�� 2FR'N P-- 20'SANITARY SEWER EASEMEN'f- ///// I I G \\\\( rea Zone
f[h subject property lies within n ccordi flood hazard
.(�a y m Q O / > N 52 //////I/i�f/11 i( or LINE �"'��7GG. �,v re Zoneoo andthere Program,
,Floody according,to the
0 "O �`LQp: /'� O(j ,5.,,, D.B4374 G.,143s ---i �/ �//4///I1411" it l I arrvo BUILDING
\ y \v' area
National Flood Insurance Program Flood Insurance Rate Map
,(�jQr(.ry OO ry P �'�8° q�.N� PB , J /Y// llj�f/1(till I Ill,"lul\\\\\'. N L26RrR � 1 ` \�" 3700960700J revised date162010 shown approximately
l' A e off' l� �'m Qy;, o -_ // / �// §I IIII 1 V 1 A o eo R hereon as scaled said map
'�. �a 074 A,O GB F \ (om N L\\\ 1ll)1 1)I \\\ a\\\\ \ \�` 1, - 'This survey' oriented to NC Grid North NAD 83(2011 based
.��p•QP � ERaIRE RSI�� 9 '� 2 Coo \\� �` j(.,4 li1 i,\\ \\\ , \ &.R� - E p na NSS observatons on s fie and on NGS Monumen�
1�Or'tpry�¢ / o e a 7 F�'9RG ti� \ •''t a z 9�� /7/���//��\ I\\\\\\\ \\�\\\ \��\ gF • .��\�R k *According to the Buncombe County GlS webs le Prope
t�J' o m ti 9 ,(�� 7V A� �i/ 1 I v A v�� v C�` _v in Ou Chapter
use,amct Perme dun 4,Sec County8-642,t is.
G• 1, A p 0 00 q BASE F 5/8"RB '' /. / /�S \\\\ \\ 1 csca Ordinance,Chapter 78 ANGe VI,Dws on 4,Se 78 642 there
�. :7� 4�O'0'ti �'L"pO Fti�. 9 V / l//ll // /1111 ` I\ \ 0�,1��+� =� \ k....et re no dimensional setback re is excetasa led to
v O �K` Fy fG 9 /y L ( i ( I 1 I 1\\\\��\\ �r qq��,, \\\ ° a I uses No zoning report was provided and all zoning
O Iry puT:. 9 O It 3L 4', \•,. •,(3 . )\ ( I ( \\ (\ \ `1\\ Vv �v� �.,�) special g repo prov g
Ro
4i, '2 R .i,q F. �. 8, ' '' \ \\ \I) l \ \\ \ \\ \\\\ - ' ,_ 3?(~ information shown hereon should be verified with the Buncombe
d F .vq �' \vA vA V Al Vv \ v v v (!Fl \ county Plannng Deartmen
'4. 3� qP o� 4 l'42, �• _ Dr z, A�VAA�\ \ \ � r - .� - - -� j� +Datan�a mwd ncomer deaonpt una nd Date me
aQ- 4 QP 93,OT 5' � L35 L34 Al \\\ \\\\�\ �_ 0\ \\\ • � R �It(41...)! dstance the comer was found above ar below the adtacent
`\ F, S .- \ \ \�\ ,i/". �'>11I I p'T„` f� / grade
5yr °"°�°ro • .< Ls --_��.. ,.� �,.,�e -i�o 000l II��,J1F/,a/�lllly/ /l
.. L56 • \ 11 N
\ /////�l / .////////' I 14 \
INv701•121SSRzaa. ,, as st../' z' Keg ll\ CARRGON Al /z %�//%//i/ii /�ii/i ii' z a �N \\I- w _ _
O 1R1\G T F WAV INFORMATION FOUND //
Lao m ! / I � _ -
. \1 �.(�/I,/I l l lI f I 1'/I, •o a w Te. � _-_ '�% "i �`. -ems
3/4 OIPF 01 •� I I Y w4 E Iwv4 R '� _� �
CURVE TABLE alN5xas2 o0, ., <}Yr�,q�\V 11 1 a _� _< °� /j�ii
CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING ,,// ue. PG 1221 4.35 'M()h `1 )\1, Arory o.A rEsaPPRoxmAreLV HIVE f£ ' - � J!� /�- - J 1/5//F
E., LEADING FROM OUEEN,ROAD
•
Cf 700.00' 142.60' 142.35' N 88.40'04"W 3/4"OIPF FL(:6, k, 19 >' / f""''' \\ lCORNERaARB ) � �\ \ / ��
e' �a nR�RT-0rw Lam_ v / /
•1'4\F i �'�\ IIiI Illli,'� ALL � � �'� //; �l//�
eo I \VA' v2 01PF • - f a/
3/4"01PF 07 - '� \\\ END OF ROCK WALL _ pc.., 1112"OIPF 10',�
PIN 9606396589 20 SANITARY SEWER EASEMENT \\ 9-nfay�r..a ( n • \\\
D B.4374.PG.1435 \\ ` _ / ¢ OAS y 9 99,0 ��
LINE TABLE 0 (� P.B.100.PG.156 / v / l / / 1 • 4 2 \� o a
rwwK a (q ✓ \\\�"a ' J( �/l /' / jt/ as
LINE BEARING DISTANCE N a 3 0 • \ o � `�r ( ` - y 7 nnANR \ � i � 1yL)/0 �q�/�d 7�/ 5 R�+BA� �, � � � :
L1 N35°4224"E 13888' rvve PVC OUT:ztas s 3 nncc \\ q• r // P • �� 75/8^RBF ONLINE+06'•����
L2 N 52'2845"E 51.90. • : \ �w �I•a /!/;/g 4 8'�t9F - 0�
L3 N 52°2822 E 471 10' BS L56 L93 RUN VELA - \1�( 1 ( 1 1 -'--------------;'---------''"------ --=
COUNTERCLOCK' �OUR7B]CST�r "� I If/U( )1 \`ice \\ S 9f£WITH22' OZ.
L4 N52°2822 E 1343' / •'a� DIRECTION SOME AV N n�\ T\• -\C\r\\\\\\ �y _ -- r 1\\/\\ \\5. B HACKARARIC
L5 S 08°21 54 E 4511' / OMITTED FOR CLAD 'i ITI'' '.•'-'.-'',.\\\\\��- -" •\\\ \\`1 B. 's
L6 542'16'12"W 536.66' 89 \ i - 'f i(( � '\��_ -i / 15
ABBREVIATION LEGEND r'CMF W/BRASS DISK+o.7' OLE/ ,� =j �1 I/v ovvv� �� _�, 0,-- W.
L7 S83°54'21"W 105.20' •'s iv V( � -,ZAAA _ . ,�'ii//� - O
L8 S 55°61'26"W 19.61' CMP CORRUGATED METAL PIPE S 4fi°67'24'W 6.75'FROM Oz Nv,2139 a �� l! //�" /j//�j// q�` ;. OT
CORNER OF L80&L81 ( \`� \\� .--)-='---
- � ���\\�-J� / /�/ � - Lt
L9 N 52°03.57"W 39.32' RCP REINFORCED CONCRETE PIPE 9 \�� __�^T�-1 '' ;� t ��- \ ` /�/� ���1///%% •yj - ' \
L10 N23°13'31"W 112.74' DIP DUCTILE IRON PIPE oaao taus roRw +r,ESRn °� � ��)5� / L \\� _ - �////////�//� //j/ %/� \_Wro
N: NORTHING �` � l e o/ _ p%i«;,/�// //////%/�///
L11 N23°1331'W 4234' FENCE (\s - / \\ \� I! //�//////�/�/� /�__ O RE$Ak SET ON LINE10.00
E: EASTING R 5� //e7B -- 1`�C / //l I// /////////// %/I// t-
L12 N18°2115'E 7222' ` � / _ -� �` �.f /�/// � / //��.
RE E ,/ f L13 N 09°3049"E 257.00' GNSS GLOBAL NAVIGATION SATELLITE SYSTEM ON \ \��\\\\ \ )-' /�J�( \f// ////,s��_ � \ll(ll�I f 11 1�/�ll�l//�//i ,(¢7�//r��/ /�///�% e L€C
L14 N25°21'18"E 71.51' INV. INVERT \.\\�\� I ()rJ)//� //�///� \��1rg'1j1I1{yt+1111�1�1I'I�I I'I`f 1f11/lf 1/till'1�� =ry
L15 N05°27'41"E 38.72' O AT vugE LC -/ll l /i_%I//)l(7////�i_ �i ix=-"'��^`{./iIVq,Il 11'IIIII\I`111\11\�I\\I),II 1111\illll r /„%�:. e,osrc7a
L16 S 37°26.18"E 276.04' PIN PARCEL IDENTIFIER NUMBER �' 4i��//i ////// � x8(i��Illl 1 11\�`\�\\\\\\�\\\�\\\\I\\1\I\�I I (/ //�'�6/8"RBF 0 5 c.es
L17 S 37°26'1B"E 174.27' S.R. STATE ROAD
/ia�/ % " / \ \\ \\\\ I I 1 f L9�'
_L18 S 37°26.18"E 174.27' EB ELECTRICAL BOX ^ - -r.O \\\\\ \ \\ \ \ 1 •o ?// /ice i ram"- -��, v,.8-j, , VA 7/7''l,AA�VAAAAA\\V A,v�Lse•5/8 ReF+03 60 PRIVATE KRISTACorwoy
_L19 N39°40'42"W 617.19' EM ELECTRICAL METER SURVEY REVISION CHART �1 Po rat /% %�% �/ _ .y-'�� \\\\n'\:\�\I\\\\\\\�\\\\\\\\\\1l\\\\\�\\\\'' •l8"RBF 05 Rvo as Pc,se
L20 N 39°40'42"W 54.74' TSB TRAFFIC SIGNAL BOX t /�// /ice � ��% \\` /\\\�1\\ \\\\\\\\\\\\\\\\\��\� -
L21 S17°32'02"E 164.94' EB ELECTRICAL A.K.A. ALSO KNOWN AS REVISED 12-1-22 TO ADD LIDAR DATA \\ >�s I F,//!�///j%/� -f� % \ \ \'(`�"��\1\\I\\\\\\\\\\\dg\\\\\\\\\ \\: w c
L22 517°16.03"E 221.79' AG ABOVE GRADER �\ (t \. I o >"1/61/004/1//r�r�/z/ !j % 3t.,, � v"^')('%f\11\\\.'��\\\\\\\\\\\\\L� "�
_L23 S 76°17'3"W 9.5' BG BELOW GRADE REVISED 12-2-22 TO LOCALIZE LIDAR DATA `\\ 5/8"RBF+O S ',,D II 111111i,I(!/�///7„,/,//�jj///// � � 0� )1r/11/1 \1\\\\\ O\ \0 N as,pc.7a
as \
L25 S 76°14'39'W 82.5fi• D.B. DEED BOOK z \�\1 5/8''2 I�/illll/// //�// %///% /j i/ ,- Ay• � /Jill J AA\V� NAV�A m.. a
Ps. PLAT BOOK f Ili II l� //// !/ ///�// / Al 1 J I VA A �� -\
L26 N83°27'39"E 97.75' M.B. MAP BOOK I' S. „\IIII I • f1 I(l//ll Ill,,lief ! IN rI __ 1\\7(,'&&1 \\\� \\��"ta \ :
L28 S03°14'37'W 1118.74' SL. SLIDE s STANDARDS AND REMOVE LIDAR DATA 30 •s/8'/ll(11 i111i1\\ \\�11\(II\\�I`II\,(Il lfl�l/(II/f\I11111 \\ `01 \I \\\�� N'-',','"'"."''''-.)N \�\\
L29 S 03°14'37"W 22.50' TDP TRUNCATED CONC.CONCRETE DOME PLATE _"A\ ' °r111 \\�)))�l\\\8 \�je,\<II 11I I1{\,I\1\'q((111\)I I I :/ \ \\ \ ..„,„\_,~ \\\ I\\\\ ,B,___,.,_____ __,,,,,,,,,,,,,,
���\\
L30 S 83°O6'11'W 67.78' RBF REBAR FOUND REVISED 1-4-24 TO INCLUDE LIDAR DATA \\: II 1)I I/////// /i)��\J\�\\\\M\`1'\\\1\I I\11\(\ill°I/ �i1\\\\\\\�\ \\e �'�" \ \ \ _ �_
L31 585°29'47'W 216.87' RBC REBAR WITH CAP FOUND 4 8.,��`.�„\\\ 1) IIII Ili \\\ \\\ \\\\\\\,\\I�11l i/ 1 \\\\\\\\\\\\\� \\:/ r�r^• f J /
L32 N82'49'54"W 80.14' \\\\\\�� %/ J)\ \\\\ \ \``�'6\\\ \\\\ 11 \��\ \ (/ /� V
OIPF OPEN IRON PIPE FOUND N"\\\\\0/\ i REMNANTS
'//// `.)\ \\\\\\\ � `!,-\\\\\ s\ //O""( ( i///4f�/ - V -
L33 N83°02'00"W 108.78' PIPE PINCHED TOP IRON PIPE FOUND REVISED I0-24-24 TO ADD SEWER \)�\\\\\�'�. OK $-�m� r Jl\\�\\\ \�\\\\\\\\\\\\ I6a \ \\���-� \\\ I/// " �:y��--
L34 N 85°18.54"W 98.38' SIPF SOLID IRON PIN FOUND a INFORMATION AND UPDATED PINS '' ' \,0,1, ) I Z/\\\\\\\ \\\\\\\\\\\\\ (\ � Y(�\_.''-, / %/�,/�
L35 N 84°56.23"W 118.94' CMF RMF CONCRETE
MONUMENT
NFOUND
T FOUND i1)I illillll)li ill,'. '' \\\1\/1/11(iiVr/ J2-z»\\\\\\\S\\\\}$\I i,'''' '� � /�I f 111 /// /���/
L36 NOB°17'41"E 18.50' AIF ANGLE IRON FOUND 17/l1 f/)';. i:.11\t\Ir I1141(III\</!///1� /I)I1'/\\\\;\I\i( l(1%j\ `\\, y\ll /j///////./�//// 7)/
L36 N08°17'38"W 10.50' FL FLUSH 8 //l��lk IIIIIIII.I II�iIIIIpI/fl/ / �_�=!Y)) _\�3\\Z pl /h// /r� j jj i-"`
L38 N 68°37'55"W 58.48' RRSF RAILROAD SPIKE FOUND . l � I ,N /,,17111 1 1111 1l iii,i /r/ f--= ��1/r \\\\FFF \ `�iI II/////7//f �//
L39 N36°58.36"W 12.30' PKNF PK NAIL FOUND \\ 1+III (/( )(/II/ � ri/iJ Ji__ \( / \\ \\\\\ \\\I(I!/// /�///////�%//%�
L40 N26°01.59"W 36.38' BLED BUI REBAR
LDNGWITH"ED HOLMES AND ASSOC"CAP SET "' ti\ V.. m IIII��(iIIlylli�l1l)lllll/g,,///%,,//l//%/-_'=-_,) lll,11111/Il� AV A,V� VAAV,, NY.lII�IIIIFI/)//�/Ilf IIVII/I/,%/�
Lao Nye°zsa6•w z5ar _v`\N: ',//�l/`dII l,ffIiili,,ll,ll/0//41(4.// �/ _ /„l Ill,Illy///vv\ 1N VA�� �// 1AI(ll l iI,•Pqc(, A I\ \)IIII I.
L43 N30°23'01"W 2e20' � ��t; 11CA.I'f,),41,5// l/0),,lily////////6%%/ i - �lllullllf(/l//'vsAA/A/ AVAA ° I� �v�AV//\/ll\(\IIIII,IjI
L44 N38°4o'15°W 27sr pw„� v �l l 111 l f� ll fig' 1 V A /7 v \A
L45 N38°40'15"W 27.51' r.-'\�\ IlId'/11''/1��1l11 841)//// �/�// �///% \--)-_----.?",,),1"it////\\\\\ \\\\\\�\1',1, \I \\\\\\\\I \\�\\�
L45 N 45°39.36"W 17.72' w\�\ \�� I ii)r I Il 11 111111 llfll'll)�//1, /,�p///i'--\\ r till l ,-\\ \\\\\\\%kik, F \\\� \•\\\\\\ \\\\
La7 N os•2a'27°w as.e4' SYMBOL LEGEND ' NA WI19 I j A�II,11I'', ' ./A rii IIifr,rilllIl Q/Ifl/l/////0�//////// //�\�_%�/(///� VtA\VV V", o \\\\A4\VA\ V kA\
L48 N18°22'14"W 29.47' ® CONCRETE RIGHT-OF-WAY MONUMENT FOUND DB.. SPG792 \lllilii(Ilflll'Il �1,1,IIIIIIil IfillNllllillll�lJ/f11,�1///llrffl/f///!!/ / \ 7 /\l\�\��\\�\\�. r\��\�\`\\\\\\\i\�\\\l�lll\l5
L49 N86°32'32"W 26.25' • SURVEY CONTROL POINT 1. 4l1 ((I \ ., I 11IIII�i�1llfllf191�)��l illll(f�llf/f///�- ��--� �\�A l�11\I}1�\p1\\V 1VIl�li
L50 N 05°33'00"E 32.14' 0 UNMARKED POINT 1 \\
IOA A �v��a1e RRF o4•� l'!/11ll/ Ail1�111j111IIIIiifli I�lll(l// =� , Ovv�? l/ II I))iAIlloilll i.iAI
l l /all(/fill 1 11 , l =-� _-� 7, 11,1II Ilu L52 N 03°46L52 N .26"W 16.71' 0 CHISELED T FOUND `\\\�\\� ` hj�J�ICI�I lal I11111(I/IIII//Ifllllf 11 l ff/�/� i/-RBC ON-LINE"RANKS CRLLK' U.1• \/111\\1f fill�flyy III II
L53 N 02 49'39"E 20.32' ® 5/B'NUMENT REBAR WITH ONED HOLMES AND ASSOC.'CAP SET \\\\\�D(AS DESCRIBED)
\\V\ � j UI n1 II)(IIII I /1 I l I I i I)i(I // / W \ \\Il
v vvv �LvN l I l h lvvvil�v I 11 11 (Ill �% -= 'v ''L54 N42°45'42"W 19.25' ❑ NGS MONUMENT FOUND \\\\\\ �' Q\\ �1 1 \{\11\\11111`.\\11\I\I\1Iy\I III III II;`\\\\\1 ,')�i////"'f " ,\\\\\III, d'' .tesz
L55 N 14°44.53"W 28.33' A MAGNETIC NAIL FOUND %s\ \ F 1 1 \) I Ip I 1 ( r / >...-k„ -.:\\,1'II
L56 S48°14'11"E 40.62' \\\ \ \\\\\ \ \\ \\ \, 1 I \\ `-'''‘,..,,.-,-, // \\\\\ \\All �
A MAGNETIC SPIKE SET IN BEDROCK \�\\\\\\ \� ) �\\\I\\\\ \,I\ \\\\ \\�\ l/ //�\ \\ \1\ \1 I Ih h71
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L57 804°18'07"W 25.14' ® STORMWATER MANHOLE yy\\\\`\�\\\)\\ " 11\\ \\\\1\I\ \``\\\\\\\`� \\\ N\\\\\\ 11\I (/(t \&\\\`\i(Il111111)`/17_- _ s\�I\ •C
_L58 N64°52'52"E 3.86' 0 SANITARY SEWER MANHOLE \\t'\\ *V:," oil i�))11(1111�\\\\F\\ \\\I11�\\ \ \2.\\\\\\\\\�,\\\�\��/)\f\ \\\\\iIIi\%Lf_� .�\\�\4, \/IIII[,"\`) `,
L59 S05°51.44"E 23.14' 0 SANITARY SEWER CLEANOUT AA
L60 S02°09.56"E 25.53. ® TELEPHONE MANHOLE A\\�\\i\\\\a,., u o .71'I�II\IIII\IIl�1AI\��\\\\\\\ \\\\ �\\\\\\\ .\�.�\^1`�1\I\�\\\\Jl= -, \ \11iI//II/�l//
\� \ \ffi � ill
L61 S24°40'07"E 15.09' ® WATER METER \ \A\� '\\�\ -_m 1//II!IIIIIII\I\\\�`\�\\\\\\\\ k\\\\\ \\ \\ �� � \\\, \4 I\�\i /
L63 5 71°40'01"E 17.74• oa WATER VALVE p\\\\\\��\ 4,, ,III\`I\ \\\\ \\\\ \\\,43 „5 . \I"'.)/ \, ` 3N,N*\\\� �✓\
L64 538°46'50"E 13.45' • FIRE HYDRANT
�� \\\ \ '�Ii111111 11)\III\\\\\\�\\ �\\\\ \\ \\\\li l�/�•- s \ \
L65 S 22°02'07"E 20.91' ® FIRE WATER MANHOLE
CONNECTION \\\\\\I\\17\, �I \ III\I \\ &''` \ \\\�
L66 S 22°26'44"E 20.95' ® TELEPHONE PEDESTAL N
-?'\11 l I,Y' i I�l '�\\\ �`t\�\\\\\\\ \ll 1`f// �� - \�\\\ \
L66 S 22°26'44"E 20.95• ..1�\\\1A111\I[ \\\\� � \/1"/2�\���\���\\\\\\\\\UV l i I 4T 1 'r j '\may
10 UTILITY POLE \\ \� \\\ \ Q��\\\\\�, \ / 5'��" -
L68 5 56°44'18"E 13.30' UTILITY POLE WITH GUY WIRE N:)° \\\\ ,`/B",RBF+0.6'• 1 %//j,��� \\-- Nk"'")�\\ \\\\\\\\\�\\\.,' \ \\ rJ -- \\\\\\�\\\\\
L69 S 80°55.49"E 14.10' a LIGHT POLE(SINGLE HEAD) 1''- #,\\\\\ RI I III 'r()„( '/� _�A-�4\�J/) j)�\\� \\\\\\%si.,,1��', ° \\\\ �\\
L70 S 50°00.22"E 22.77' `�LIGHT POLE(DOUBLE HAD) 'l\lq',/)}\]v�1\ -"\v\\I\`'\�/ _�i )J 1) \\\\\\\\\\` a*-4,: \\\ \°5
L71 S 55°56'11"E 23.44• f `� y \\\\\\\\ \\\\\\����_��l%/�i/�/\�iII\\�\, \\\\�\\�\\\ e
L72 S23°00'27"E 48.77' LIGHT POLE(QUADRUPLE HEAD) %' m \)A111���%\���\)�A�)\V�III(1//l�// //������11V �\ VA� \
L73 S 56°39'32"E 20.72' / '_ Jl //.=JI\I\ / / �%� \\\\„�\
L74 533°4T22"E 31.37, X SPOT ELEVATION j1�1�//%i((�)J II11I//� / �`�" � - A��\A
x HANOICAPSIGNBOLLARD . 1/1 '`•
. J1/illli 111��p�J I„ll\\Ill 1,i„,///p -(OSQ'y�E REBAR SET ON-LINE AT 5 01 �"�\�\ .L75 N 85.2147"E 23.16 & HANDICAP PARKING SPACE % '1 II )/
L76 S51°0859"E 32.18' • BOLLARD J,� m - /�AIAI I� (�-1,ll I l IIII'%6> �¢� /_��V�AAVA
L77 S42°5826"E 31.30' DONNA 'p/ „„,....\ I 11 }//�/ / \\ \
�11 \ PAINTED TRAFFIC ARROWS / H� / j I I / g1�• / j//�jjp j'/ \�\
L79 535°12'50"E 17.52' ,All,
MONITOR WELL R.a /�1y111' �I\`\lI�( ,i�ll fill ' E ��////////j///� �/%/j J_�'\U\L\ \
L80 S50°5225'E 4.99' AREA LIGHT 1/\ 1 L \\ ,"/////// !, / 5 .�e '%// ///lr///j/////
i///, ,tp I////, 1��v,i. I r/ r ////i//I//j a
L81 556°4803'E 21.03' /// \\\LB �- \•5/8'RBF+OS 111111(//',�//// �If{/J//'1(Jl1/(////�(////(}( f( / f( /
L82 S 37°5726"E 45.56 ,A,r///(/ \\\\1\\I\r N 11// I /%f!/l//fI'll/II(�/lI II f1//(/(J/I\(Ji /` !„k
L83 564°2806"E 40.95' \\ \�\\\\\111\� u, .%1)4
far I///( �fj/1/�II i f(l/AI ii) Ili lhi It 111(.1a-))l[2,.6'`P
L84 S76°2633"E 38.12' --�""' 5�,/7"J //ll�1111�/If�//1\ )1,V11A ),N,e°'
L85 S 42°55.19"E 16.78. AA N \� m O. \ / ) I l lI I II I 1 x� -N, 1 dO1[1\1114,61lA/lllfl„IIIIII �II1AwA �Lab s13°1s•1a°E 10.72' �., ---�`.- _/� �f/IILr 1//l, ( II�III I
L87 S 27°26.38"E 43.88' p l' - -=- \fdg I U... E��\
L88 S 28°51'46"E 17.25' `� _�� ,,_ �% 11) I\\I,,, „, ' \ ""',
L89 S 67°46.31"E 20.39' =� /^-% ///j\ -jl I/ )I\\\\l\\\\\\\\ '\\
sas' _ a // J f l VAA AO� VA vow
Leo a 59°02'56^E 1e.85' LINE TYPE LEGEND 77 r %za_J A All V�'4
Jl I �ice- \ \
L91 S 38°56'51"E 35.74' PROPERTY LINE SURVEYED l)(�// /�r/ 1 /v /�l/I '/tbe
L923 S 50°27.45"E 33.36'14' DEED/ T DEED
L NE(NOTT RVEVED) 1)1 // p�,- 3 / :._'•
L93 S50°27'45"E 33.14' INTERIOR DEED LINE SURVEYED) 3r////)l'"////(//".rfv0-sc_ \. �/ r=
L94 S14°25.18"E 8.06' -6-w-w-w- UNDERGROUND WATER LINE .El /Q R„L /'-�� � �/i
L95 S 14°23'00"E 118.43' -____ \\ 4 8 I I'µ(7 I// //�i�
L96 N04°59'01"E 14.23' -0 OLD OH-OH- OVERHEAD UTILITY LINE�YSEWER LINE \ f l\�`(j11J ///�����/0 . /I(r�
L97 NO6°10'59"E 30.08' 3D-SD-SD-SD- UNDERGROUND STORMWATER LINE ° \� ( ll II Ill/f/ll1(( �����
L98 S 73.14'52'W 178.03' EDGE OF CONCRETE 'itV ())))III IIiiI(I \\(S /J�C)
L99 573°14'52"W 191.01' CONCRETE CURB �,X </1(I\\I\N I11\\..,. /7, \,,L100 S 73.14'52'W 228.36' ROAD RIGHT-OE-WAY LINE \\ ) 1)\\ \\ \
L101 N 22°06'31"W 75.06' FENCE(AS DESCRIBED) ":/\/ i l \\\`I �4,- �j
L102 N 22°29'16"W 149.75' - _ BUILDING SETBACK LINE N `�\�\^\ \,� '\
L103 S 74°12'20'W 64.47' - T- T--or--or- UNDERGROUND COMMUNICATIONS LINE i3- \\
L104 N 22.34'03"W 117.44' 5�'-0 c
- cosIE- GAS
UNDERGROUND ELECTRICASLIE LINE "., \-_agym
L105 N 22°53'32"W 271.67' s as --tea-ens-sx UNDERGROUND GAS LINE
L106 N 35°31'19"W 154.11' �>\�y,'pro
L107 S 22.41'56"W 137.54' _.._..'.'..._ EDGE OF CREEK I)//("(
L108 S 81.39'25-W 72.39' LIMITS OF FLOOD HAZARD ZONE AE d/ ED HOLMES e....
L1 N 40°49'36"E 1 - - - - - LIMITS OF REGULATORY FLOODWAV $C ASSOCIATES
L110 10 N40°50'37'E 13.21'
3.21'
L111 N 39°13'00"W 138.03'
L112 N 67°46'19"E 101.01'
LAND SLIAVE Y O A S , P A