HomeMy WebLinkAboutZ-8136 Map 2LEGAL DESCRIPTION
PART OF THE Wl/2 OF SECTION 7, T -2-N, R -13-W AND PART OF THE SE1/4 OF SECTION 12,
T -2-N, R -14-W, PULASKI COUNTY, ARKANSAS MOR'_ PARTICULALRY DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF THE NE 1/4 SW1/4, SAID SECTION 7; THENCE
S01'51'53"W, 566.78 FT.; THENCE N88'17'39"W, 1415.10 FT.; THENCE S74'48'50"W,
1272.61 FT.; THENCE S10 -37'13"W, 735.40 FT.; 1KNICE S78 -36'27"W, 340.75 FT.; THENCE
N15'11'10"W, 544.46 FT.; THENCE S74'48'50"W, 1084.02 FT. TO A POINT ON THE EAST
LINE OF A 35 FT. WIDE WATER LINE EASEMENT R.ECCRDED AS INSTRUMENT NO. 2003014495;
THENCE N20'32'47"W ALONG SAID EAST LINE, 100.gq FT.; THENCE N74'48'50"E, 4280.30 FT.;
THENCE 588'18'31"E, 187.08 FT. TO A POINT ON THE EAST LINE OF THE SE1/4 NW1/4, SAID
SECTION 7; THENCE S00'00'00"W ALONG SAID '.AS' LINE, 6.15 FT. TO THE POINT OF
BEGINNING, CONTAINING 28.57 ACRES MORE C=. LESS.
LESS AND EXCEPT THE RIGHT-OF-WAY FOR Psl-AA1,_E VALLEY ROAD.
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GENERAL SITE UTILITY CONSTRUCTION NOTES:
1. SEE ARCHITECTURAL DRAWINGS FOR DETAILS GRADING AT
BUILDINGS, STEPS, WALKS, WALLS AND OTHER STRUCTURES.
L. FlNISH CONTOURS AND GRADES SHOWN ARE FOR FINISHED
SURFACES, ALLOWANCES SHALL BE MADE FOR PAVEMENTS, SLABS,
j TOPSOIL, SOD, ETC. UNIFORM PLANES AND SURFACES SHALL BE
�j SHAPED BETWEEN FINISHED SPOT ELEVATIONS AND/OR FINISH CONTOURS
j
SHOWN. MINIMUM PAVEMENT SLOPES SHALL BE 1%, MINIMUM FINISH i /' ' ' ' . . ' . ' w SLOPES ON GRASS OR SOD SURFACES SHALL BE 1%,
MINIMUM
i JD i
LONGITUDINAL CONCRETE SLLE USED ON THE HIGH SIDE OF PAVEMENT AND
• ILLOUT CURB SHALL B CUR O.6NT
. _ r- AT DISCHARGE POINTS.
&GUTTER SLOPE SHALL BE
8 RKl" 3. THE CONTRACTOR SHALL CONTROL EROSION ON THE SITE. ALL
jl e % J SLOPES SHALL BE FERTILIZED, SEEDED AND MULCHED (OR LANDSCAPED)
S" 8 18 31 rl [] AS SOON AS POSSIBLE. THE CONTRACTOR SHALL FILE A NOTICE OF
7.08' INTENT WITH THE ARKANSAS DPC&E. THE SITE SHALL
_ BE GRADED TO MAINTAIN POSITIVE DRAINAGE DURING CONSTRUCTION,
_ l
S 00°00'GO' W
WATER SHALL NOT BE ALLOWED TO POND.
/ ✓$ 6.15 j 4. ALL AREAS TO BE CUT OR FILLED SHALL BE CLEARED AND
GRUBBED. THE MAXIMUM FILL SLOPE SHALL BE 3:1. ALL FILLS
r SHALL BE MADE IN 8" LIFTS AND COMPACTED, AT OPTIMUM MOISTURE
+ O CONTENT TO 95% OF MODIFIED PROCTOR DENSITY (ASTM D-1557), AS
z DETERMINED BY IN-PLACE DENSITY TESTS. BORROW AND FILL
MATERIAL SHALL BE SELECT CLAY SAND OR SANDY CLAY HAVING A
I z _
LIQUID LIMIT LESS THAN 40 OR OTHER APPROVED FILL FILL SOILS
CLASSIFYING AS SC OR GC ACCORDING TO THE UNIFIED SOILS
CLASSIFICATION SYSTEM ARE CONSIDERED SUITABLE. SHALE MATERIAL
/ USED IN FILL SHALL BE COMPACTED AT 3% ABOVE OPTIMUM MOISTURE
�- Q0 CONTENT WITH A VIBRATORY SHEEPS FOOT COMPACTOR.
_ GATED ENTRANCE & DRIVEWAY
/ y
5. THE CONTRACTOR SHALL COORDINATE WITH EACH UTILITY COMPANY
gg'Sp� � _ N 88°1739' W, � - I ---�-
PRIOR TO ANY EXCAVATION. ANY DAMAGE TO UTILITY LINES CAUSED
N
14 1415;10' T BY THE CONTRACTORS OPERATIONS SHALL BE REPAIRED AT THE
CONTRACTORS EXPENSE. THE CONTRACTOR SHALL VERIFY THE
L HORIZONTAL AND VERTICAL ALIGNMENT OF EXISTING AND PROPOSED
STORM SEWER, SANITARY SEWER AND WATER LINES TO ENSURE THAT
THEY ARE INSTALLED WITH ADEQUATE COVER AND CLEARANCE . ALL
12 2611 ` NSTALLATION OF STORM
SEWER, SROUGH ANITARY YDING S SEWER AND HALL BE OAPP APPURTENANMPLETE BEFORE CES, ER MAINS, SERVICES
+ AND APPURTENANCES. ALL UTILITY TRENCHES SHALL BE BACKFILLED
_ -� AND COMPACTED WITH SELECT MATERIAL AS SPECIFIED IN NOTE #4
" � '' ABOVE.
6. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LAWS,
CODES AND ORDINANCES GOVERNING WORK OF THIS TYPE.
7. THE INSTALLATION OF ALL CULVERT PIPE TO BE IN ACCORDANCE
\ WITH AHTD SPECIFICATIONS.
Ludwig Home, Attached Garage, &Aircraft &Farm �—----.�-� ��.\ l
\ 2\` A•A8 5p, W DtIVQ�ay Z 1 3 Equipment Storage (Approximately 20,000 sq. ft.) Zbai /
8. ALL EXISTING IMPROVEMENTS WHICH INTERFERE WITH THE WORK,
B 02 AND ARE NOT TO BE SAVED SHALL BE REMOVED AND DISPOSED OF.
LpBA' Tway s v Detached Above Ground Fuel Storage If Compliant With State \
t T �' a 1. �D IMPROVEMENTS IN THE RIGHT-OF-WAY WHICH ARE TO REMAIN SHALL BE
o a n and Federal Rules and Regulations. /� LJ
O Z E PROTECTED BY THE CONTRACTOR.
v_ D
? . . . . . . . \ Y - �, All structures and above ground fuel storage to be above flood 9. ALL REINFORCED CONCRETE PIPE RCP SHALL BE CLASS III WITH
plain elevation and meet all set back requirements. All BELL AND SPIGOT TYPE JOINTS. PIPE, (RCP)
AND INSTALLATION
9, structures shat] not exceed 45' in height above ground. KANSAS HIGHWAY AND
SHALL BE IN CONFORMANCE WITH APPLICABLE AR
TRANSPORTATION DEPARTMENT (AHTD) STANDARD CONSTRUCTION
SPECIFICATIONS.
. . . . . . C . . . . . . . . . _ - - 10. ALL WATER MAINS AND SEWER MAINS AND THEIR APPURTENANCES
c . . . . . ;% -- - Za" \ INCLUDING INSTALLATION, SHALL COMPLY WITH THE LATEST
i
CENTRAL ARKANSAS WATER AND LITTLE ROCK WASTEWATER UTILITY
_ _ __,______ SPECIFICATIONS. CONNECTIONS SHALL NOT BE MADE TO EXISTING ONES
UNTIL NEW CONSTRUCTION HAS BEEN TESTED AND APPROVED BY THE UTILITY.
_ i
. \
_ . . . . . . . . . . . .
'� �'�- 11. THE CONTRACTORS ATTENTION
' � � � � � IS SPECIFICALLY
\\` `� \ LOCATION OF THE EXISTING IMPROVEMENTS. CALLED TO THE
i
... ...... ............ ......... ...
THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DAMAGING ANY
EXISTING IMPROVEMENTS WHICH ARE TO REMAIN.
. R
/ -- PRIOR T I S B R THE
• _ _ ' _ �� _ - D )', � �'` � � ��.- PLANS AND SPECIFICATIONS. (DHE SHALL VISIT T�HESSI SITE (INSPECT
THE CONDITION OF THE SITE AND THE ADJACENT IMPROVEMENTS.
g - ~% '� "• 12. THE CONTRACTOR SHALL CALL "ONE -CALL" FOR LOCATION OF ALL
i ...\ - ��
/ II L
• � lA
. . . . . Nx. tJ /!,. \ \\ate UTIL1TlES PRIOR 70 COMMENCEMENT OF ANY EXCAVATION.
- . . . . . . . -�\ OF FILLS HAS REQUIRED FOR CONSTRUCTION
`, ' • / I S EXCAVATED MATERIAL, NOT
.,.� �� `$ ; � � - .-. � I � ;'�'� � LL BE DISPOSED OFFSITE.
Revised
Date 12-20-07
Scale Hor. T Vert.
1"=200'
Sheet of