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STABILIZATION
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p FOUND IRON PIN
SET IRON PIN
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•• (1�• \ .�. EXISTING LIGHT POLE
�• \s, EXISTING POWER POLE
NDRAINAGE SWALEJ �,-• \ C } PROPOSED POWER POLE
'6 (MIN 1% GRADE) lJ `
�,-• p EXISTING TELEPHONE PEDESTAL
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351 •p0 \: DRAINAGE SWAT E
361 �(MIN 19 GRADE) PROPOSED TELEPHONE PEDESTAL
IEXISTING WATER VALVE
6 PAINTED \ j 365.00 N PROPOSED WATER VALVE
""' •.... METAL FENCE
"« EXISTING FIRE HYDRANT ASSEMBLY
SWIMMING POOL j
rN 710,� \ PROPOSED FIRE HYDRANT ASSEMBLY
WATER LEVEL 37,
/� ` I O EXISTING WATER METER
352.5-/ UNDISTURBED AREA
«< DRAINAGE,SWALE PROPOSED WATER METER
(MIN 1%GRADE) 0.22 ACRES `x •
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49.7' ""«< EDGE OF CONCRETE/ o EXISTING aNHOLE
4 N PROPOSED MANHOLE
WOODEN DECK N = CHAINLINK FENCE
. '.... ,
EXISTING GAS METER
50' A PROPOSED GAS METER
N c-� t E-� EXISTING GRATED INLET
i
' PROPOSED m 40:0' I c PROPOSED GRATED INLET
COMMUNITY CENTER
1800 SF1 STORYE NA LAKE SUBDIVISION I ��' EXISTING DROP INLET
, »>m»»»»>»»>»>»>»>»»»»»»»»»»>»»»> � r�366•p0 �U®U;
2, F.F. 353.0 CHANNEL DRAINS TENNIS
COURT MMUNITY CENTER I PROPOSED DROP INLET
9 RESTROOMS F.F.367.0' CO F_
ogLG F.F, 353.0 C6 X-X PROPOSED STORM SEWER INLET STRUCTURE NUMBER
2.399 AC.
in EXISTING CURB
3?p , DRAINAGE SWALE ` c -----
1206- EXISTING INTERMEDIATE CONTOUR
LOW PRESSURE (MIN i% GRADE) =-
GRINDER PUMP
SPECIAL x
PSW 351.D 1.206 PROPOSED INTERMEDIATE CONTOUR
HANDICAP �S o
W. 1206 1206 EXISTING INDEX CONTOUR
HA
RAMPg8W PLAYGROUND /p� ?00 IN - ` PROPOSED INDEX CONTOUR
6' PAINTED
PROPOSED CURB
�p1� Gp METAL FENCE s -- -- EXISTING SANITARY SEWER LINE (SPECIFY SIZE & T
SS SEWER LINE
��� 352.25 -
1C 350.50 \ I G- -- EXISTING GASLINE
C
� G PROPOSED GAS LINE
EDGE OF CONCRETE/ \ -
�� � }} iC 351.46. W- EXISTING WATER LINE (SPECIFY SIZE & TYPE)
i CHAINLINK FENCE �c 80
� 366.
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Ry g48.80 89 ANDIC P W PROPOSED WATER LINE
X-iAMP - UGT- EXISTING UNDERGROUND TELEPHONE
Co 129 � 348.50 _ � ,n __.: N � O� , -�; --- I 3, � UGT PROPOSED UNDERGROUND TELEPHONE
'A'` _- -UGE EXISTING UNDERGROUND ELECTRIC
PROPOSED UNDERGROUND ELECTRIC
UGT (FIBER) EXISTING FIBER OPTIC
, UGT (FIBER)PROPOSED FIBER OPTIC
- OHE -- EXISTING OVERHEAD ELECTRIC
` ' ' \ I OHE PROPOSED OVERHEAD ELECTRIC
-TEMPORARY '�.` f ;' '��, �
IG �i } -TEMPORARY
_ ' x', -UGTV- - EXISTING UNDERGROUND TELEVISION
EMRN (T W/ 6' WOOD, �'�� -UGH PROPOSED UNDERGROUND TELEVISION
z O , FENCING I' o' _z�
Clq 11 , rl J , � , N , / �'�,� �� -OHN- EXISTING OVERHEAD TELEVISION
1 '! OHTVPROPOSED OVERHEAD TELEVISION
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5, /" �% �' \ I ,'��\ EXISTING WOOD FENCE
!/' , , ,` � I PROPOSED WOOD FENCE
-___ ----- 3-- - _ - - -�- �.
EXISTING BARBED WIRE FENCE
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a 4 X/
HANDICAP RAMPS •SS � "�"���� � � , , � , , �„ PROPOSED BARBED WIRE FENCE
WITH DETECTABLE ,\
,2 \ EYjsj: + ,' , ; , J /,�`. - ,� EXISTING CHAIN LINK OR WIRE FENCE
TRUNCATED DOMES - RES Ire �c ?„ �` TEMPORARY , f x
S(� LOi1' N \ ! X PROPOSED CHAIN LINK OR WIRE FENCE
91/I i IDU PSTER PROPERTY LINE
N6I GOOD
C N BUILDING SET BACK
\ _
O
\ 1
f EXISTING EASEMENT
EASEMENT
PROPOSED EX STINGRIGHT OF WAY
� PROPOSED IGHT OF WAY
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f IGE-- �V UGE- �_- _ O`/l9 , �`� \ / ' f'{h' / C DOWN GUY
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/' EXISTING REINFORCED CONCRETE PIPE
VGA _==yy ® OR CORRUGATED METAL PIPE
LEGAL DESCRIPTION '� ,`... ��� 0 1 ' I P,i / � � IJyo
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A PART OF THE Nl 2 OF THE SEt 4, SECTION 29, 7-1-N, R-13-W, PULASKI `cam - SS, i i'r OR CORRUGNEW ATED METAL PIRCED PE PIPE
COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHWEST CORNER OF THE NE1/4 SE1/4, SECTION 29, \ �\
T-1-N, R-13-W; THENCE S 87°23'00" E 401.38 FEET ALONG THE NORTH LINE Or \ \ \
/ 350 SAID NEt/4 SE1 4 TO A POINT; THENCE S 00°46',17" W 218.57 FEET TO A POINT;
THENCE S 24033'10" W 99.92 FEET TO A POINT ON THE NORTHERLY- RIGHT OF WAY
OF SIENNA LAKE DRIVE, SAID POINT BEING ALSO ON THE ARC OF A \ \
GF\ \
1987.00-FOOT RADIUS CURVE TO THE LEFT, SAID CURVE HAVING A CHORD �\ \
BEARING AND DISTANCE OF N 68003'40" W 147.60 FEET; THENCE ALONG THE ARC SITE NOTES
OF SAID CURVE AND ALONG SAID NORTHERLY RIGHT OF WAY 147.64 FEET TO THE \�
POINT OF TANGENCY; THENCE CONTINUING ALONG SAID NORTHERLY MGHTOF WAY 1 ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY/STATE/FEDERAL REGULATIONS AND CODES AND OSHA
N 70011'22" W 33.06 FEET TO THE POINT OF CURVATURE OF A 512.00-RADIUS STANDARDS.
CURVE TO THE LEFT, SAID CURVE HAVING A CHORD BARING AND DISTANCE OF N 2. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, �\
81048'51" W 206.34 FEET; THENCE ALONG THE ARC OF SAID CURVE AND SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS,AND EXACT UTILITY ENTRANCE LOCATIONS.
CONTINUING ALONGSAIDNORTHERLY RIGHT OF WAY 207.76 FEET TO A POINT; 3. ALL DIMENSIONS AND RADII ARE TO BACK OF CURB UNLESS OTHERWISE NOTED.
THENCE DEPARTING FROM SAID NORTHERLY RIGHT OF WAY N 00000'00" E 25.12 4. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT SPECIFICATIONS.
FEET TO A POINT; THENCE N 48004'42" E 40.50 FEET TO A POINT; THENCE N 5. ALL CURB/SIDEWALK/HANDICAP RAMP DESIGNS SHALL CONFORM TO ADA STANDARDS OR LOCAL RESTRICTIVE CODES, WHICHEVER I5
04049'06" E 72.15 FEET TO A POINT; THENCE N 27°22'47" W 60.94- FEET TO A MORE RESTRICTIVE.
POINT; THENCE S 84000'35" W 37.30 FEET TO A POINT; THENCE N 05014'14" W 6. CONTRACTOR SHALL ENSURE ALL NECESSARY PERMITS ARE OBTAINED PRIOR TO CONSTRUCTION START.
60.28 FEET TO A POINT ON THE NORTH LINE OF THE NW1/4 NE1/4 OF SAID 7. CONTRACTOR SHALL MATCH PROPOSED CURB AND GUTTER, CONCRETE, AND PAVEMENT TO EXISTING IN GRADE AND ALIGNMENT.
SECTION 29; THENCE S 87°23'00' E 50.23 FEET TO THE POINT OF BEGINNING, 8.--CONTRACTOR SHALL MAINTAIN ALL EXISTING PARKING, SIDEWALKS, DRIVES, ETC. CLEAR AND FREE FROM ANY CONSTRUCTION
AREA CONTAINING 2.3986 ACRES MORE OR LESS. ACTIVITY AND/OR MATERIAL_TO ENSURE EASY AND SAFE PEDESTRIAN AND VEHICULAR TRAFFIC TO AND FROM THE SITE.
F
5'
2"
EXISTING TREE
TREE TO BE REMOVED
RECEIVE '
NI y 22 33 2007
BY: N _
NUMBER
IDELTA ANGLE
US
ARC LENGTH 'TANGENT
IDEGREE
ICHORD DIRECTION
CHORD LENGTH
Cl
04°15'26"
1987.0
147.64
173.85
02053'01"
IN 68003'40" W
147.60
C2
23014'58" 1512.00
1207.76
1105.33
11011'26"
1 S 81048'51" E
206.34
LITTiF
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SUBJECT TO T11F CC)'NDITiONS,
AS P.CTI:D
IN THE PljNNIN ,kfvalatl
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Revisions
SITE PLAN
Drawn by
TDM
Checked by
--------------
Date
04/30/07
Job Number
068009-
Contact Pers+
B. MW
Sheet Number
0 1