HomeMy WebLinkAboutZ-6886-A Map 2Notes•
1. The contractor must determine that.proposed structures are clear of all boundary Imes,
easements and meet building setback requirements before construction begins
Z Basis of Elevation. RM 04 found boat spike on north Bids of J6th St. on. east side of
Interstate .430 as per firm map panel no. 050181 0082 F, revised OCT. 19, 2001.
L7ev. = 317.27'
3 Site Bench Mork ¢1: Cotton Picker Spindle In West face of 12" tree as shown on drawing. -
£lev. = 340.22'
Site Bench Mark 12.- 60D nall 0.05' South of. the South edge of 36th
St. and 71.8' S/£ of found 1/4" rebar, Elev. = 32879'
Site Bench Mark #3.• $/£ bolt on top of 6re hydrant as shown on drawing.
Gov = 326.72'
4. This surveyis ✓alld only if the drawing includes the. seal and signature Of
the surveyor.
5. Declaration is made to the original purchaser of the survey and Is not transferable
to any additional Institutions or subsequent owners
6. Subsurface and environmental conditions were not examined nor considered a part
of this survey.
d ch b ve and
GRAPHIC SCALE
w �~Y
$/% it
C
h
W 36th St.
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QD
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Q O..
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7. The locations of underground uwluvs as shown hereon are base an su a o gro %/IC1nl / .GSp
structures as were visible at the time of survey, and/or from record drawings
provided to the surveyor The location of underground uNitles/structures may 5p 0 25 50 JJ
Not to Scale
vary from locations shown hereon. No excavations. were made during the progress
��-
of this survey to locate underground utilitles/structures.
8. Underground uSTltfes were located by vfsb7le aboveground markings as marked by
utility locators and: shown hereon as located by CE! Engineadng_ Associates Inc. 1 inchch ft.
60FEET
= '
survey field crews All utility locations shown hereon ore approximate. A#
ut11111es may not have been morked/Tocated by the approprlote locators No
exca'vatfon has taken place as of this. date to. determine the exact location of
existing underground utilftiss shown on this survey.
9. Arkansas State Law. The Underground f'acilitfes-Damage Act, requires two working days
advance notlflcatlon through the Arkansas Cne-Cal! System Center before excavating
using mechanized equipment orexplosives(except In the case of an emergency). The
One -Call System Telephone Number Is 1-800-482-8998. The contractor is advised that
there is a severe penalty for not making this call Not dl utility companies are
members of the Arkansas One -Call Systems Therefore the contractor is.advfsed to
contact all non-members as well as the One -Call System.
f0 All dimensions to curb are to bock of curb. w,
f1. All areas of asphalt and curb &gutter are in "good" condition unless otherwise noted. LN
II�
12. 7hfs Is a topographic survey only. Any boundary Information shown graphically is approximate. EXISTING
bb BOTTOM OF BANK
bid BUILDING CORNER
`cnc CONCRETE
Cr CROWN .
dw DRIVEWAY
eg EX/S77N0 GROUND
ep EDGE OF PAVEMENT
EZEciHrc ff FINISHED FtOOR
a N n UHDOWROUAV g FLOW LINE
v'at, gb GRADE BREAK
m M.. n� A• O6 w 0. -
. ' St`'' 5•?, X26• 22 As7t auMSTER EZEc1m0 oh OVERHEAD
ELEcralc
�=�_ a s,��,�� TRANSFORMER at SOLID STRIPE
raAHSFORMER T ® _ Vis. rda��'�gr . Z +„ t 7EL£PHONE
M - t 1 , sa 3zs16 `e+ 4 �-Jz. 61 &yn n tb Ti9P OF BANK
xl r )) u t \. a _g� M A9 �3 3� 5 p 4 to TOP FACE OF Ct/RB
gy'W4 tlec 4w '4 !'� _ �1' 4
Ra oPnc Is LANOSCAPEND
BOUNDARY LINE
RIGHT OF WAY LINE
Rm( = - - - - STORM DRAiN
((( ROCK C
pp -
_. _ c9• � 6t y� 514 Ac uNns s X'G--�- ..GAS
A roxlmote location of W
p operty Anes.py cam. M. OA £ r to �jAa -- WE - OVERHEAD ELECTRIC
A propert boundary survey spa °`� o65y \ c 37k �'F �f 1 - tc Qy r owRHEAD ELECTR/C A HONE
was noterformed as port of this survey. yt�'
•-- AND TELLp
a26ZF'Vwo O9 r Z X ebJal MAW it- OPS /N HEsr GAIT - OVERHEAD TELEPHONE
L ! r2 v._.. SEWER
LEY TaP Of LYNJQRE7E \` h \ 4 �3\6 f-STAPY. { I t 1 l d bra` 12
t t
RRE A'lDRANT 6LE/! n 32Q7P CURBRLJ/71ER `�'t��' S ! .!!( -- UNDERGROUND -ELECTRic
" RtEE LDF s 34Q?2'
. _.. _ METAL &R
1
sTE eEt7a! MARK �3- s/E eotr t PQ 32 t t c� 1 FFe4 .�74' { 5 dL ze` UNDERGROUND ELECTRIC AND TELEPHONE
... __ .._ t. to w�j• , _ UOT .,_. UNDERGROUND 7E4EPHONE
� 1
o y 66 ! { a s WATER
.. 32 TS dec.2.f•
SAH. SNA. NANNOLE
ACUNI
N t t 3
1 ?VP OF Ow. J26t Is
PE Wr-316.76'•
W'1 \
R .�h%. Id2� _.
1 a v ti- `l336.7 _
. - + fL WrSOUIH 315.85' b \ 6•R,' 'h ,P �.e 11.6 dec ,Zg•
a1A/N-LINK FEV0.c
, BLWCHMARK
tea'
.6• ` �t5' BUSH
j
4TVC xe91� ded20",�& r to 33837
a 'rc1 3342
ELECTRICAL METER
CHAiKINK FENCE
8,p ASPHALT ,M1A. NOFRMA-=3� 8�+ f�+r��' •8• FIRE HYDRANT
. 32$60 '... .3211 _$1k 16 _ b 522• as\and_ X6,40 �p - OAl4E 3 ' FL- our NEST 32.%79' 1 -
e0 GUAR FENCE
WOOA\. t �` e; - ' 665 243(0• t(a : .GUARD POST
1'3� ' e. GUY WIRE
4A �' � F a \ y
' " t4 ��7 } \ j. v 9 HANDICAPPED FACILITY
1 �.3is•-`"�.,1Y25 i MEOW 5 t'� ��W,",�NO,
p
xa952 1`+� `���1lLOLRT4RaUND _ v92„�2 `24 \�,� w N 03248 t ti� 9Lb �t9•,. - ` �r&8. �g :tti-� `g! te(� ;2 \ a9 X69
'% {xt. / 0 ♦ 1 2 . 5
3 ELEcm/c IRON PIPE FOUND
I 3 q _ •.,tee 6 ! 2 eP� x'cancra [} ROOF DRAIN
0 1• ^_ 216 ZR3pA� f Oi 3t' \ °'sem 1L !?"♦ a\N)A
VAULT A 337.64
i$ 1'14; e9 g5M1 4 "� .9 3^� �.�� �9t 093 °s' yg tgf y 6 cF �`�\ o �o a?i {pN a Ya' ® ELECTRICAL RISER
2 v 1 1 2 - t / 3t • Li M 1 h 6" 52 3 trml t \ .0
.. 3 ,' 32y ^ � Eq" \ t ` • t ...,.q
_'b331169 Q 7EZEPHONE RISER
,,Kos hr / . 3\ ' a • o -
/ x cr 329.3.9329-,�k,or 329.07 , cr J28.71 - "-moi �a a f - (� u� - MANHOLE
o• 328.77 ' as 3 &68 - _ -� _- \ \ SIGN
decd 6'
J� � { y.9.. \6• ��2 �� \ � -. SE{YER
52 { / .. a 3r . _ _";f ) i5 318.. 89 te,`- ♦ �� 2 ��},�t�; STUMP
- j ��� ' 12
0. r8. -36.6'-• J5 \ .>�_ , ♦ ` •¢ .... U77LITY POLE
. N� �..$Sra 3p' 8.20 1Y��4 U 4 ��/�tSa Y- ..N•' 3' _ ,.�'.+.
b .5�57•
w
- - .577E aWai MARK P- CO EX POINT NO. 4, SET BOD NAIL (ASPHALT POOR CONOIRON) ,o � -c --319'" . 316.46 3j 3, � "fl...iEB �` �j 1� ��'Jy4.$:I IS � WA TER METE%?
,4 a� �, sr 8PVC--µ 37ss , 32324 N WA7ER UAL VE
a5O' SOUTH OF S24/7N EDGE CF'J67H ST. d s d+�ya 96,8 - $e7 xcr 3E0.37 ~' yPR t4
. 71.8' SIE OF FOUND 1/4" REBAR ELE✓. - =..AY - SAM SNR. MRNHOL6' 'moo? 7877 ``175.30 A 1 1 ,1& 322,9 t 3250(
IOP Of RIM- 319.75. •,�� ��^j t !a 324,
fL 1N EAST 372.77.
.. tZ WT SOUTH= Jt2.52'
3
Scale: 1" 50' 6-29-04 ELL RDS/NSR RDS
. _DA7F 1.. PLS I DRW I FIELD.
SURVEYOR'S DECLARA170N:
l HEREBY OLiL^LAIRE THAT / HA WE THIS DAY COMPLETED A TOPOGRAPH/C
SURVEY OF THE PROPERTY SHOWN HEREON, AND THIS MAP IS A TRUE
REPRESENTATION OF THE TOPOGRAPHIC AND PHYSICAL FEATURES AS
FOUND IN THE FIELD.
Edward Leon Lee, ARK. PLS *7496 DATE