SW6130202_Site Survey_20130212

NOTES _ m
THE PROPERTY MAY BE SUBJECT TO ANY EASEMENTS AND/OR RIGHTS -OF -WAY.
SET #4 RERAIR AT ALL CORNERS UNLESS AREAS COMPUTED BYCOORDINATE METHOD.
NOTED.
UNADJUSTED RATIO of PRECISION: 1:121,300 /� J ( �._� ) �{ 7i J .� J Tj/ 1 J ` as.t+ ' '
7 __ I - .J _J � -J F / , I 189.7 y PINECONE A U
SUBJECT TRACT ZONED: NB (NEIGHBORHOOD BUSINESS) ry'y'Yl �-j` - \ r- -1 + W m
ZONING REQUIREMENTS ,(,� �N 5 ... I �. � F I I 1� I 1 fi C �{-191.X� Mi m
MAXIMUM BUILDING HEIGHT-35'`r r A�^r - ! r- -/-' /` + OUND 3" ROD \ 2
MINIMUM LOT WIDTH-80' 1 BA ' _.� I-, I I I I._I ! i -I _l I y \ +192.7 "� I7 Zl 19L5 , 0 0WS
MINIMUM LOT DEPTH_110' 0 >- I - J J 0 �J a ! - 193.$ 1p0 ~
MINIMUM SETBACK FRONT/CORNER=20' I r M 1 I) _t I +194 F '1$` •t0 F
MINIMUM SETBACK SIDE-10' ( Z I -., i� ! - I._ i `... % +194.2go
MINIMUM SETBACK REAR-20' \ , m -s, ,I i I I I ! ) +193.9
MINIMUM BUFFER STRIP WIDTH- 20'(ABJO"NG LOW INTENSITY) I z " I 1 - - j (' -x (x ( i" +193.6 / `s 3618 o w z
a+ /�.yy1' 25 '� \ ( o Z US Hwy 40,
SUBJECT TRACT ADDRESS 1213 EAST PROSPECT AVENUE w m ` `X 1 32 ` iJ ff- , 1 r ' - ` 92.4 -6RE"Y R. OWENS \ 3617 ¢
_..� ! I 1 i �-+(' �� 3 ro G 190.0 � E--TO RAEFORD
TOTAL ACREAGE FOR THE AREA ENCOMPASSED BY THIS MAP IS: 2056 acres I I (� ` v �w 19- J �, . .. ( I -- ]� - .. r-. �f i ~ / DB 452 PAGE 129 Ctif \ ` \ FOU*IinI.IROD o o C / ZINIA DRI AZALEA STREET
N 196 -•� ` -12"HDPE ! % % '� \ / ZONED R-12 1 M + o�\ -1s1.7 > z'z °
NO DEVELOPMENTAL STUMP HOLES REPORTED TO THIS FIRM WITHIN THE LOTS WHICH MAKE UP THIS MAP. - _ 2 m 192.4 a o
198.5 198 4 197.9� Ili
r^ \ 1 - NV-191.9t j . i -f RESIDENTIAL d. +11s3.1
194.4 rn 193,9 SUBJECT TAX PARCEL: 694340801046 m �` 3,4 +
SUBJECT TRACT DEED REFERENCE DB 438 PG 638 ,� °j N� i 191.6 x! +195.0 a•9 , !,�„�.Y, o •ice _� _ z i^
THE GRAPHIC REPRESENTATION OF THE UNDERGROUND UTILITIES SHOWN ON THIS PLAT ARE APPROXIMATE. THE,o \ 11 r2Q j-� ��-- +t94.6 -y-y-y-Y-y-��
o A-36s0 F. 7 +194.4 vi 344 Y'Yy �-
LOCATIONS SHOWN ON THIS PLAT WERE ESTABLISHED BY 1FE FIELD LOCATION OF MARKINGS REPRESENTING W YOQ `i +194.7�"f 3816
UNDERGROUND UTILITIES BY OTHERS OR OBTAINING INFORMATION SHOWING APPROXIMATE LOCATION. f ' 1 ,y --K- 1 +195.0 ! , .--I v / 185.7 r'
/ 198.5 8.6 J 195.5 +195.2 �- _- J ry,-{-v \ - 3772-� FOUND ROD 785�
NO OBSERVABLE EVIDENCE OF EARTH MOVING WORK, BUILDING CONSTRUCTION ' 24" RCP _ Y�y,-,r-y-y-Y l' 3725 J -_� '�
OR BUILDING ADDITIONS WITHIN RECENT MONTHS LIC#i-Q / ` 1957 NV=Ib3.49 y2"HDPE ('Y` ''�-P �V y 3340 ^rYY-Y 333, 3337 / i TF� t�a0- '9�-r`-��`- 1l\ ROBS 6E'T
NO OBSERVABLE EVIDENCE OF SITE USE AS A SOLID WASTE DUMP, SUMP, 0 198 J _..-�('+''Y^' 195-- 3/36 �t91.4 wee,�� / �'i7990
OR SANITARY LANDFILL � T�,; xt } i'�c. INV=194.10 3224 .�-{ Y l4 •^,.^- -- �.-`-,98;g-- .-- \ j - O
--'-r-1qq RIP -RAP - 3223 -Y"/� �� 4 `sue
HYDRANT STREET " D T 1-��Y'}'" 3222 �. 19 �- 3714�3713 y V1 NITY MAP
GRID COORDINATES ESTABLISHED BY CPS STATIC OBSERVATIONS PROCESSED 8Y -s- SO SPEED LIMIT "' 15"HDPE -y'Y ~1' Y 3220 25 ,�.� N8531'36"E 338. 1' -•>; - t'�•d72J, 376
SIG - �Y'Y'�t `)✓Yv^ 'Y --' 193 _ ,.r•t_�., -_ \ Jy.l""" \ `V'3352 -L�f 1, 'TY `J (NOT TO SCALE)
ONLINE POSITIONING USER SERVICE (OPUS) WATER SIGN(35 MPH) j$ NV=192.75 J2t4 32,6 i"3219 / 7`_'in"-�jgV+-"Y.f1-`3'_'_' (52.58!?! `V
VALVE --a`?�r' J21J 260 '{Y•
3211 32t6 278 <<
FES 15 RCP -� 1g4 2.1 \_.- �-5257 ..--�•�_ 355
199.0 FOUND S .i t
INV-195.92 198. 0 , O 3.2 ' I 3254 3255
98.5 -i (TIE LINE CORNER REBAR-L9•+'• �� ,3 J 3247 246 r- 251 0 \ 190.7_ Dt - �� OF PAVEMENT v - STREET SKpH - c c - = UNDERGROUND GAS
\ 198. 0 212194. 246 46 DIA =DIAMETER
_ TO #4 REBAR)I -- 193 3221 - 2 �50 3253 > - BUS STOP SIGN -C-C- -UNDERGROUND CABLE
ro ( Se *31*36"W 0.34' -- j "- _� 217 �- --194- ---'� 32iZ_ 244 +�\-\� Y 9 . 1 a'0.1 =UTILITY PORE
JUNCTION BOX p, I 5"RCP O•S10EygLRD SETBACK 324a y_A_ ,md... ,I \ +191.9 }" �- \��� �L,� 790,9 SW = SIDE WALK
1� l...h..>h--�� .. �.-•� �- +t, 9J` BC - BACK OF CURB -uF uE- UNDERGROUND ELECTRIC
\7gg� PINEWOOD AVENUE NO ACCESS
CEVS 198.25 9 ; SPHALT 207 INV=192.50 -19- 5�- 243 -' 20 J y J + 946 \ + 93.7 -.A .� J _ „` = Y R - K - n nor - UTILITY LINE
T `+
TILT V ' -� `t 32�f t3241 ` / _
Ctif ' I CArG -CURB AND GUTTER - S� �N� UNDERGROUND FIBER
'..,� n. x .J"a _lJ J.,� 192.8 p - U OPTIC
60' PUBUC RIGHT OF WAY E '" ` ' ' L \ BOX ___ __ __ __ �. _ NE
1 a �� � � � 1-^-.��� \ � � R/W RIGHT OF WA CUB INLET
SSMH #12 1' OLE� - -� �- *-1"F +195.5 OVERHEAD UTIJ
/ PER SLIDE 173 PLAT $1 \ +19s.s \ z 08 =DEED Boat _ TRAFFIC SIGNAL WATER u
hJ f r PB :PLAT BOOK .(} =LIGHT POLE .FENCE
198.7 RIM=198.50 t1'p 1-r J-' �'F-196.7 \(' ;�.t ��-Y - HANDICAP PARKING
IN=19239(73) ' m $ ,�- �(�- +797.1 +a�-�- \ \ 9 �f PG -PAGE ® -NCGS MONUMENT - ' PRESSURE VIER
t f^••� 1 .n t DIP =DUCTILE IRON COPE /'Y'YV'YYYY - - TREE LINE
198.9� I \ 2 r^ 3792 •' -SD s0- - STORM DRAINAGE LYE
IN=192,48 IN ao m b 196.1 \ \ / NCGS = NORTH CAROLINA GEODETIC SUR
•��.- •'aa�-� �2 I IN-193.31 CO � N °' $ +195.6 '.o' -x � �\ 'fir \ \ \ \ T' iGI - CABLE PEDESTAL SS_Ss_ -SEWER LINE
r _ a ( ) '�-L.l *-r' l m NAVD - NORTH AMERICAN VERTICAL DATUM
24" CM I OUT-192,22 } 196.7 S �`-� `. \ 19 \ +191.9( -�� ID -ELECTRIC PEDESTAL " .. ^^ _WARD RAIL
r Z CF =COMBINED GRID FACTOR
S fr' ,; �� J +192.7 +�„ •\ ® _TELEPHONE PEDESTAL rL- CENTER LINE
INV=193.8 I s'� 9 '8 WATE METER +' S +193.5 \ FES - FLARED END SECTION ® _ FIBER OPTIC PEDESTAL T$ Ts -OVER HEAD TRAFFIC SIGNAL
+194. \ N 1 FDC - FIRE DEPARTMENT CONNECTION
1 199.4 199. / / 403473\ +195 3 - SANITARY SEWER MANHOLE CMUD -CHARLOTTE MECKLENBURG UTIJTY DEPARTMENT
11 t
/ +196.0 \ jr' SDMH - STORM DRAINAGE MANHOLE O
' 1111 /\ +197.5 +' 6 \79y\ \ \ •r F SSMH - SANITARY SEWER MANHOLE ® s ANHa.E - LANDSCAPE TREE .+' TREE
SHRUB Yy�"'YYY'1'Y'l"Y'Y-YYYYYYYY'YYYY"/�Y'Yl'"�(YYl'' Y' - "`Y'YV'-Y-1 ! N �.Qi��gq i.
WATER VALVE v
}{�i ` y {� STORM GRAIN M a _ u� f///ay / +197.7 \ ORE-5 r / RCP _REINFORCED CONCRETE PIPE + CONCRETE
seeSeeweeseweeseews�� IRISH BRATCHER PICKETT �A �I m , - f/' ` 197.0 +197,4 \ DI DROP INLET ® =WATER METER - O - ©=SPACE NUMBER
Chicago Title Insurance Company, LLC DB 356 PG 842 r a I I i `�. 1 .j` I \ '� CB - CURB INLET -FIRE HYDRANT F)'- FLAG POLE C COMMUNICATION MANHOLE
Number: 12-12857RA SLIDE 366 PLAT 14.f� I I ' +196.3 l `` ORE-4 , GT - GREASE TRAP = GAS VALVE = DIRECTION OF FLOW ®- WELL �_ NAIL 80%
LOT 9 196.9 \ \ +193.3\ PVC - POLYVINYL CHLORIDE PIPE TRAFFIC FLOW •- IRON (SEE DESCRIPTION)
�� v I'I'I�"FFUILFFF���"'///XXX FIRE DEPARTMENT CONNECR
Effective Dote: October 22, 2012 of 04: 00 PM I 1991 199'2 I f J ,f / I 19S +784.5 HDPE - HIGH -DENSITY POLYETHYLENE PIPE �r
ZONED R-12 1 I ( ( i ; 1 / ' + \ \ `� - SEWER CLEAN OUT - TRAFFIC SIGNAL POLE
Schedule B - II - Exceptions VACANT 1 I `� lI F{` ' "� 195.4 +195.1 ( � ( INV CUP INVERT
RUGA7ED METAL PIPE a
J 199.7 f , / A196.0 794� GM - GAS METER ® = MONITORING WELL
�I 9,�,'/ +196.9 �• 795 CkG = CURB AND GUTTER ■ = ROOF DRAW
Schedule 8 of the policy or policies to be issued will contain exceptions to the 111 4 ' 1Ba'0 �gYNE CAPPS CRU PLER r
following matters unless the some ore disposed of to the satisfaction of the �' I V N \ +�9/1 + +198.4 ` DB 438 PG 646 391 ~ y`875.5- SPOT ELEVATION
COmpany: 198.4 \ }
/ 197.4 1 TRACT TWO ' +Isz +as9
1. Defects, liens, encumbrances, adverse claims or other matter, if any, created, p + /- T9
first appearing in the public records or attaching subsequent to the Effective I ( I tO 1972 �97,TAX PARCELS 69434�801056 + 2.7 392 1927 ,)1
Date but prior to the date the proposed Insured acquires for value of record I I r ?. \1+194.0 rC+,��� To
the estate or interest or mortgage thereon covered by this Commitment. I t' j a ykd OD t / \ 1211 E. PROSPECT VENUE +794.9 '"
:C 00.3 QU t99_2 This Is to certify that this map or plat and the survey on which It Is based were made M
2. Taxes or assessments for the 2013, and subsequent ors, not t due 199'9 I ZONED N (NEIGHBORHOOEBUSINESS) + \ % accordance with the 2011 Minimum Standard Detail R year seq Ye ye N F- +195.5 \ \ aKNiramenta. for ALTA/AGSM Land nee
or payable. (NOT A MATTER OF SURVEY) ' I a W If" d ` ` I ! - ____` 197.0 VACANT + \1 \ �. re. jointly adopted r O,
3. Any right, easement, setback, interest. CIoIn, encroachment, encumbrance, ^� � O a + \ /� Surw mn f Table A area tea b ALTA and NSP$ and kwWdm Items t-5, 6 6
Violation, variations t, other adverse circumstanceencroachment.
the Title disclosed �} _� 19 2 89,577 SQFT. 11(6), 13, 14, of s co A thanof.
affecting I+ / / Jr"' + + N 388 \ The field work was completed on
! z M� / 199.2 ° ts��, 2.056 acres \ lr
try plot(a) recorded in Map Book 2, Page 290, Hoke County Registry. IA
In ` +i98.8 -GORE-8 \ \ A > ,
4. Any discrepancy, conflict, access, shortage in area or boundary lines, ( d `0• m p +197.5 +191/.8 I A i 193.3 \ +'92.8 CAR
encroachment, encumbrance, violation, variation, overlap, Setback, easement or I I F" ? 0 oi 1982 20' "1 / // ` • •
claims of easement. riparian right, and title to land within roads, ways,
ji/ V 1 ' ` +t A N \ �'�� , 0�7
railroads, watercourses, burial grounds, marshes, dredged or filled areas o 2� . W 0 rn ORE(-3 ! 196' +1955-'195,, o } DAYN�CAPPS CRUMPLER O ,?•F655 /0'•., Y
land below the mean highwater mark or within the bounds of any adjoining 'S� ` 200,2 I a. m!A ' / '}'1=5.8 `� �,-\ �. DB 38 PG 636 2F40 .•.9
1 196.0 19 m , 1 4 ?
body of water, or other adverse circumstance offe,ctinq the Title that would 8 2) d' > / \ +196.g S rr1 3385--� m -�. TR CT FIVE j SEAL
be disclosed by a current inspection and accurate and complete land survey ( a. W `� / \ +19 \ > 1" it L-3180 pf
of the Land. (SEE PLAT) LM 1 ( a oa' \ +198.\ - - - � _ '4 N ZONED HC(HEA1%X COMMERCIAL) :y ;
i ! +,s9.s \ \ __ 64 0 VACANq\ 20 1` % Surveyor
5. The correctness of the square footage/acreage computation of the Land is jt 1 T' t� N % / +tse3 +199,8 \ �,^ 7. ,,, 192.6+ Q w..SU
.... .• ��
not insured. (SEE PLAT) {' { I' III 1 \ d N +198.6 / \ 198 t u'1 ) +193,5 6,9 = 00 L-3180
�+II 198,2 / 79 \4 194.2 l Ry gR Registration Number
8. Rights of tenants in possession, if any, as tenants only, under unrecorded I I � W iiDy + 1 �, � �' `-� 9
leases for a duration of less than three 3) years. NOT A MATTER OF `f 198.7 f
SURVEY) - ( ( "1' 01. 'r ! /\` \ \ `� +196.8-I-196.4 \ �\
7. Exception Is taken to the Inaccuracy of the public record in the Hoke County
Register of Deeds due to pages missing from indexes, books missing, and
pages mis-numbered and missing in books. (NOT A MATTER OF SURVEY)
END OF SCHEDULE B - SECTION 11 I 1
Tree Table
Tree Table
Tree Table
Point Table
Point j
Raw Description
Point i
Raw Description
Point /
Raw Description
Point /
Raw Description
3207
6' DIA OAK
3243
15" DIA PINE
3338
12" DIA PINE
3392
11• DIA PINE
3211
23' DIA ELM
3244
8' DIA ASH
3339
12• DIA PINE
3616
16" DIA POPLAR
3212
9" DIA CEDAR
3245
10' DIA PINE
3340
8' DIA SWEET CUM
3617
8" DIA CEDAR
3213
8" DIA MAPLE
3248
10" DIA PINE
3341
21' DIA SWEET GUM
3618
10' DIA MAPLE
3214
16' DIA MAPLE
3247
11" DIA PINE
3342
22" DIA SWEET GUM
3625
15' DIA OAK
3215
19' DIA POPLAR
3248
16" DIA PINE
3343
22' DIA TWIN GUM
3690
14'DIA BRADFOR D PEAR
3215
15• DIA MAPLE
3249
15' DIA PINE
3344
2Y DIA TWIN OAK
3712
11" DIA POPLAR
3217
15' DIA POPLAR
3250
12" DIA PINE
3352
15" DIA PINE
3713
12' DIA PINE
3218
IS" DIA PINE
3251
9" DIA PINE
3355
8" DIA OAK
3714
" DIA TWIN POPLAR
3219
le DIA MAPLE
3252
12" DIA PINE
3356
8" CIA ASH
3723
15' DIA PINE
3220
14" DU MAPLE
3253
14" DIA PINE
3377
42" DIA OAK
3724
1t' DIA POPLAR
3221
11" DIA MAPLE
3254
it" DIA PINE
3378
12" DIA SWEET GUM
3725
1t" DIA CUM
3222
15" DIA POPLAR
3255
11- ERA POPLAR
3379
6' DIA PINE
3767
11" DIA PINE
3223
14" DU POP
3256
10" DIA PINE
3380
7" DU PINE
3792
8" DIA PINE
3224
17" DIA PINE
3257
12" DIA PRE
3381
10" DIA PINE
3794
11' DIA PINE
3225
W DIA PINE
3258
9' DIA PINE
33B4
10" DIA PINE
3795
10" DIA PINE
3239
10" DIA PINE
3259
12" DIA PINE
3385
9' OIA PINE
3801
8" DIA MAPLE
3240
10' DIA PINE
3260
9• DIA ASH
3385
12" DIA PINE
3802
7" OIA PINE
3241
16" DIA PINE
3336
2" DIA TWIN POP
3388
9' DIA PINE
3803
7" DIA PINE
3242
f0" DIA PINE
3337
17" DIA PINE
3391
10" DIA PINE
/Z
-- l
a a FES 24" RCP
INV=197.20 1 /
202.8
-203-EP
--- _/
COMMUNICATION
MANHnI F \
z1I 200.6/ 200, cr I ?0p`\ \ \ -
197.0 �'196.9 - \\ 38, h., \ 79J�
3 �Oi� Z +199.7 } ,see
"al +1ss.e +200,1 \ ®�19y8�1
+198.7 / +199.2 % \ -BORE-8` \ \ 196.E ,�'7+D `•�3\GU, 11943'� 193.4+ PRELIMINARY PLAT
9.94 N 199.2 +197.5 +'-� 1-J 1
/ NOT FOR RECORDATION,
2 0.9 201. 20 8 w �1 �L �" ' �_ ,+198.1 98 \ 3379 803
i t "'BORE-7 �99 +198.1 \ >
+198.6 +198 3 .,� `� \ \ SALES, OR CONVEYANCE.
1 200.0 �- +199.4 \ \ \
\ \193.6
'I"t .9 +200.3 �'200.3
to +199.4 � \\ 'r 196.8+ +,9a,s +
199.9
199 +19�2 ` ` Beingall that certain tract of land consistingof
j J 2p1. t-3 BORE-1 \ +1991 'k 99.0 -< 1 apprximately 2.056 acres located in the Citof
201. ® , `� +199: 7� \ , Raeford Hoke County, North Carolina.
GN RAEFORD O +199.1 \ /
m i CITY LIMITS) rV0 +199.4 I f Commencing from the POINT OF BEGINNING a I �l DI ` +199.s \ j found #4 rebar in the Right of way of US
+
N // 200.4 I+
+ +200.8 ?p0 „0 ` 1}„ Highway having
of the intersection of East Prospect
+200.7 �- aac.']I \ "'�+ Avenue, having NAD 83/2011 grid caods
200.5 -( \ +194'9 • N=447,293.44 E=1,939,415.36, said rod also
+199.9 f +197. 3377
!' 2007 D E + \ \+197..r being on the eastern Right of Way of East
K ORE-9 +198.8 ( � Prospect Avenue as recorded in Slide 173 Plat 81
of the Hoke Count Registry, thence with the
/ / 202. \ 07.8 20 t 799 8 J" eastern Right of Way of East Prospect Avenue N
\ \ FOUND T PIPE IN 1201.6/ N (n�T +199.8 "�199.9 � NCRETE 0.38' Y 9 Y.
J� �� \ 725, BORE-2 19 +199.9- 04'39'27" W 252.66' to a
1 point a common
200.3 + '� 9.9 ��\ OFFLINE TO THE EAST 9S•�_
BAR 20 .9 +200.5 0--`,��r,�•,, comer with Gregory R Owens as recorded in
I 201 9 ST � 3�T 200 8 +200 8 �� a a � �.,J• Deed Book 452 Page 129. thence with common
+200.4 !q)� +200.6 RIGHT OF WAY PER DB 341 PG 055 a a - - ` \ 795.5+
+ a a ABLE BOX line N 85.31'36" E 338.91' to a found i" rod a
+i96J 196
TRAFFIC C 9ti _ - - - a \ ,98.9 0� i�'3 `o FOUND RODD -1' common corner with Day38 Capps Grumpier as
P a +199.3 SITE TBM recorded in Deed Book 438 Page 636, thence
-+ w ROAD ONTROL `�S C! a--...�� --. + �" 9
202.5 2022 NAME CABIN T _ - a - - / +199.6 SPEED LIMIT '\ JJ97�_ with the common IineS 0939'36" E 260.33' to a
ECGS G 8.35(NAVD 88)
SIGN a �� 200 +199.8 SIGN(45MPH) NCGS GRID COORDS � found }" rod in the Right of Way of US Highway
ONCRI PAD �� +200.0 _� -•��.. �, NAD 83/2011 _ 401, thence S 86.34'20" W 361.68' to the POINT
SSMH (113 ~-"- 200 5863420"W 2 \ 1 \ OF BEGINNING containing 2,056 acres.
RIM-202.81 IGNAL �` +200.5 200.4+ _` `=1,939, 76. 98 -�9
361.68'(GROUND) E-7,939,776.35
202,1 OUT=194.43(12) POLE 2009_-361.64'(GRID -� t.
02.7',2. \-I-"2rJt2 - `-� 199.7 189. 198.5
200.3
201.8 0 �-- 200.8 0----"'-
_� -•-� 201.9 201.6 20H'D--_-'_
STOP BAR �_ EP- l 202.D - CONTACT INFORMATION
-FD--- 2 C. Gary Brooks, PLS NC/SC/VA
1 POINT OF BEGINNING 202.5 202.6 202.3 202.2 01 BU ESS _ _._FD- FD -- - \ 99 ForeSite Land Surveying
L"�FOUND #4 REBAR_ 02` .a D2.4 US HIGHWAY #40' �
y / NCGS GRID COORD ` a �D _----FD 80 PUBLIC ` GHT OF *iA�PER 59550doi Fairview 28210
Road, Suite 100
3 NAD 83 2011 -- --FO-- D'� - _ __ -. - - - - - ( )
- I --2c3- 1 PG 5 - - -- , .3 Phone 7oa 553-srn
N-447,293.44 `^- _,-{0 --- - ----- - - - - - i 198.3 Fax (704 553-BMO
ATER\LVE __ .-'-.{D----_-FD -�- --- -- -�®- - - - 20D.6 2.0 gbraaks0)Fareaitesurve}yyg-earn
E=i,939,415.36
J_---FO-- -.-FD �"{D lam' --^�/ 201.9 201.5 IV
rc 203� (ASPHALT 202. �rV ry0
I m 202.6
i 2031.203.0 202,9 /ry
I
i I
( 203.6 203.4
it
TRAFFIC
a��ttlNG qA,O / v CONTROL
j' WATE m BO L
_WL
ke A?SC'?pm / VALVE CAI -VL ---WL �_J"'L---WL--�- 203.I
U) 9 C-2390 �i = - _-WL---WL'.--WL ---WL A ER 03.
N i-4 yS :�-_WL----W� -- VALVE
ROAD STOP BAR
v +.,,.,.....e•✓ O �- 24' RCP NAME a/ ,L•PV �„,
--•� INV=199.2 ` SIGN `
FES 15"
�.. INV=199.54 0� \ GUY MAC 1
/ N 203 TRAFFIC SIGN 1 SSMH R 10 203.38 POLS�
FORESITt THIS DRAWING IS THE % l I
PROPERTY OF IS TH TE �`?� CONTROL POLE
IN 194.68(1 v2-
ENGINEERING IN=194.9BO
ENGINEERING AND LAND �� OUT=194. 2see
& SURVEYING �.
SURVEYING AND IS NOT TO ,
BE REPRODUCED OR COPIED
5950 Fairview Road IN WHOLE OR PART. IT ISDi #16
`-
Suite 100 NOT TO BE USED ON ANY eU y � / STOP BAR RIM=202.99
Charlotte, NC 28210 OTHER PROJECT AND IS TO UNABLE TO ( y IN=200.47
[phone] BE RETURNED UPON UNABLE
L 5 OUT=2D0.19
[phone] Fax REQUEST. \ c-'20A \ TERMIt•J_VSl SW I 1 RCPD
J
203.3 -- -r--- 00.1 9,6_ -VrL--
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RETAIL HOUSING AND URBAN DEVELOPMENT/ FEDERAL INSURANCE ADMINISTRATION
AS SHOWN ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD ( IN FEET) CHARLOTTE, NC 28217
INSURANCE RATE MAP COMMUNITY PANEL NUMBER 3710943400J DATED 1 inch = 20 ft. SHEET 1 OF 1
OCTOBER 17, 2006