HomeMy WebLinkAbout16-060 Map 2f EXIST. STS INLET 1
Q TOP RIM=263.66 i -- -___-____---
t; T FL=260J6 (18" RCP S) ; ( EXIST. STS INLET I
Ft 259.56 (18° RCP' E) , ; TOP RIM=264.16 ; -----------
TOP
y FL=26166 (18" RCP Ni ' , E EXIST. STS INLET `
4- _ 1 W - - F �_41 2e RCP F Y 1 T TOP RIM=264.92
� T �r�� _ _ _ G.. � FL=260.91 (18 RCP E> "
1 G 1 FL=26130 (15 RCP FULL N)
12"W- - 12aW - ;. G -_�.-}F10.46 (18" RCP'N)i I "
UGT _ _ i¢�'W-- - i2 YYm_---t Gam_ I I - FC=261.42 t18 RC(' SI
UGT - 1 " W ; - T W- - # G (_FL=261.12 (18 RC_I W) 1
UG T
... _�_ a -__ _
l I _
p� ,......._.-. _ CDT--`-'._- ♦ _
4
�'rW
LickTj- YY .- •-- G- _.��-� """'G---._'_
_=1 `_ice-UGT-'------- 2 W-"'""�"-- `72 G
= _ _ UGT- _.- 12r.�t`
i I m. .o = Wit€ ' UGT . - - -
UGT _ OCT
I EXIST, STS INLET'
it
TOP RIM= 263.84 i � - - i Err TOP RIM 265.70T
it .''FL=260.24 (15" RCP S) , ..,.-r+• s.�. we r " u5 ��--.--- ___ : w rrf'< ( FULL OF SEDIMENT l
118RCP N)l WEST 65TH SIRE -.
it
END 1/2-
REBAR
FI, 15' RCP
a
CONTROL ._ 2160,76 "" ""~ ( l ( EXIST STS INLET 1 �. a m �� - �. - -- - 'r
PTA 1 �,- S $6°)` 49' E E TOP RIM 264.5E
-- 680.1$' `FULL OF SEDIMENT ! FL 29XI8" REAP
--262,20
-
I - - EL T PVC F'L 8" PVC
f ...
` PIPE
263.12
i I , FL 8" PVC v `„ _ _ -EIL 9D' PPPW---- -- i I: FL 24"'RCP
1 [ 263.fl7261,07
_ - SIGN---•,`'-"� '
. ` - ..--�--•- -:;: " .. .. _ " . .--.-. , `` I `-.. I it ., NR ° . _ 1$'" GM sal e - C .ONTITOL PTA 2
it it fit
l FL P
50' BLDG SETBACK I� _ -_� _- - _ _ x -32
EE R +,_ I _ -26Z_ d Ft; 29XlE RCAF
-. .,.,> ,
,,.. - _... -. - - .. -'.-'7
261,44
150.06' 1
CONCRETE GUARD POST 1 ~~-
r� (TYP•) 56.4
# 5.4 _ °tiT CONCRETE
GRAVEL ✓ r FF ELEV OF FF ELEV OF I
BAY AREA OFFICE AREA y j
266`60 ( 266;65'
13442
f_
I --- „ AMINO
ff 4.689 ACRESi _ 70.1' __- I
y
- 262,5 f
I 1t}0.4' 1 STORY it I
it
. f BLOCK/METAL
11 CONCRETE ! BLDG 104.4` t
f
. ( CONCRETE o
I RAMP �?'--O �-- 'Yi"iT-- 26� 1_ i I rn
FND 1 2"� OHE
REBAR
EXIST. SS MH #363
TOE' RIM ?62.18 � 14
FL-255.63 (8" METAL E) i 1
FL=255.53 (II" METAL Wl I
1
LE�GEN IN °R GV { MOW LJ)
0
SUM
FOUND IRON PIN
LMM
EASEMENT
LIGHT POLE
-
Isk
POWER POLE
CURB
M
TELEPHONE PEDESTAL
INTERMEDIATE CONTOUR
gj
TV PEDESTAL
CT
MANHOLE
INDEX CONTOUR
n
SANITARY SEWER CLEANOUT
- SSSS �.
SS --SS
A
GAS METER
SANITARY SEWER LINE
G _ G
P4
GAS VALVE
GAS LINE
G2Z -=
STORM SEWER PIPE
W
DOWN GUY
WATERLINE (SPECIFY SIA) ,k TYPE)
PQ
WATER VALVE
-- - - UGT
C3
FIRE HYDRANT ASSEMBLY
UNDERGROUND TELEPHONE
- LICE
!
AIR RELEASE VALVE
UNDERGROUND ELECTRIC
-4
FIRE DEPARTMENT CONNECTION
- OHE -
0
WATER METER
OVERHEAD ELECTRIC
SPRINKLER HEAD
--- -- U G TV'
ELECTRIC PEDESTAL
UN OUND TELEVISION
, -
OHTV
OVERHEAD TELEVISION
"°
GRATED INLET
CHAIN LINK FTNCE
JP,
j3 * li
DROP INLET
WOOD FENCE
- a
BARBED WIRE FENCE
TREE
--
s :r
FIBER OPTIC
RIGHT DF WAY
TREE TO BE REMOVED
b
ROAD CENTERLINE
Ir _'-- ------------ ------ --
I j I
I
l
-.Q-_.._! ...-- ....1 269.33 ...,. _...._
6&2" - I CONCRETE LOADINO
+ 1 STORY t D
I
40,1 METAL 40.V I I
ttsy
! BLDG ! ti ---___--_--
-�- „
60 2. 1 FUEL PUMPS -" _ .r
10' UTILITY - I � -I f- ( _ - - �• I
--
EASEMENT
_ STORM SHELTERS
----rs:� �- c�HF N 86 27 56' W 0.67r -
_--- - --S ----- - -- --- -
-6'SC'_
---_.WBus
I
I8 STSS----- C?HE-.'-----�-
EXIST. SS MH 399 VEC
-- -- _- -_ 3 �S - - rr 0HE-
TOP RIM=264 51 IST. SS MH #400 - -- FL=258AIJ (6" METAL NW) P RIM=264.12REBAR
=256.67 (6' METAL S)
FL=256.31 (8'" METAL E)
. TA t FL=256.02 (8" METAL W)
FL=2Sti.21 (8 METAL FL=256.82 (8" METAL E)
VI �. 1TY MAP N.T.S.
GENERAL NOTES:
1, SUBJECT PROPERTY IS ZONED I-2.
2. ALL UNDERGROUND UTILITY LOCATIONS ARE
APPROXIMATE.
3, SUBJECT TO ALL. EASEMENTS AND
RIGHT-OF-WAYS
FL-QQD PLAIN STATEMENT
THE PROPERTY SHOWN HEREON IS LOCATED IN ZONE "X". NO
PORTION OF THE PROPERTY- SHOWN HEREON LIES WITHIN THE
100-YEAR FLOOD PLAIN AS DESIGNATED BY THE FLOOD
INSURANCE RATE MAP, PANEL NO; 05119C0458G, PUBLISHED
BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY DATED
JULY 6, 2015.
EXIST. SS MH #405
TOP RIM=263.33
FL=256.33 W METAL S)
FL=256.23 (8" METAL E)
FL=256.13. (8" METAL W)
POINT TABLE
POINT
DESCRIPTION
NORTHING
EASTING
ELEVATION
1
CTA PRIMARY CONTROL
129685.08
1218707.01
262.78
2
CTA PRIMARY CONTROL
129639,92
1219378,04
262.86
E
�ttttttittJt9rf,
.,, (its r
r' STATE Of
ARK Ai
!l tt tli44tt1
SURVEYORS CERTIFICATION
I HEREBY CERTIFY THAT I HAVE SURVEYED THE
PROPERTY SHOWN AND DESCRIBED HEREON; THAT THE
PROPERTY LINES ARE ARE LOCATED IN ACCORDANCE WITH
ESTABUSHED PROPERTY LINES; THAT THE IMPROVEMENTS
ARE LOCATED AS SHOWN AN THAT THERE ARE NO
A7PPTAPR T ENCRO ENTS XCEPT AS SHOWN.
?,
GRE T. SULLIVAN, AR PLS NO, 1096 A
A part of Tract 31, Little Rock Industrial District to the City of Little Rock, Pulaski County, Arkansas, more
particularly described by metes ands bounds as follows:.
Beginning at the Northwest corner of said Tract 31, also being a point on the South Right of Way tine of
West 65th St.; thence along said Right of Way line S 86'29'49" E a distance of 680.18 feet; thence
leaving said Right of Way line S 0304'33" W a distance of 300.35 feet; thence N 86027'56" W a distance
of 680,67 filet; thence N 03010i06" E a distance of 299.97 feet to the POINT OF BEGINNING, containing
4,689 acres more or less.
111.
GRAPHIC SCALE iPTC ;N FELT
37O tT 3O'
BASIS OF BEARING: GRID NORTH, ARKANSAS STATE
PLANE COORDINATE SYSTEM, NORTH ZONE (0501 J,
DETERMINED BY GPS OBSERVATIONS, APPROXIMATE
CONVERGENCE ANGLE IS, -V la 50,09771".
DISTANCES ARE STATE PLANE GRID DISTANCES,
COMBINED ADJUSTMENT FACTOR -T. _57077
AR CHIDE: 500-01N-12W-0-29-210-60-1096
10825 Financial Centre Parkway, Suite 3W
Little Rack, Arkansas 722.11
lLra"on Tull
e engineering t surveying
501,664.3245 t 501.664.6704 f
www.craftontoll.com
CERTWICATF OF AUTHORISATION:
O �1
'fir *�✓�
1 CRAFTON, TULL A r'
,y. ASSOCIATES,INC.:
z o' *a4.109 -
'E J>� GtiC1a:
g
r°
a" � C�NSAS BUCt t
uNH 1\V
BOUNDARY AND TOPOGRAPHIC
SURVEY OF PART OF TRACT 31,
LITTLE ROCK INDUSTRIAL
DISTRICT TO THE CITY OF LITTLE
ROCK, PULASKI COUNTY,
ARKANSAS
2801 W 65TH ST.
LITTLE ROCK, AR 72209
Kay Pi.
Nu. Deaaripr bate
This docurnent, and the ideas and designs incorporated herein,
as an instrument of professional service, is the property of
Crofton, Tull & Associates, Inc., and is not to be used, to whole
or In part, for any other project without the written
authorization of Grafton, Tull 4 Associates, fnc-
PROJE'j NO: 16903400
IMEDAre 07/29/16
CONTACT. G. SULLIVAN
CHECKED m
C%2016 Grafton, Tuft fc Aria: tzeex, Inc
I