HomeMy WebLinkAboutZ-8221 Map 6H
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A PROPOSED
PEDESTRIAN
BRIDGE
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S 84000'35° W 37.30'
SIENNA LAKE
LAGOON
100 YR WATER
SURFACE
ELEV.347.27
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20 10 0 20
S 87°23'00" E '
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LEGEND
364.$ ��-... _ - 0 FOUND IRON PIN
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EXISTING LIGHT POLE
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EXISTING POWER POLE
DRAINAGE STALE �. } PROPOSED POWER POLE
\ (MIN 1% GRADE) C -y t
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�-•. 351.DD ` DRAINAGE STALE p EXISTING TELEPHONE PEDESTAL
g / FL I PROPOSED TELEPHONE PEDESTAL
6.1• �� \ (M36517,GRADE} EXISTING WATER VALVE
«< 6' PAINTED 04 PROPOSED WATER VALVE
METAL FENCE I
\ EXISTING FIRE HYDRANT ASSEMBLY
11 ✓,
SWIMMING POOL \ �..�\ +` I PROPOSED FIRE HYDRANT ASSEMBLY
AIN
(HERS) CN
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COURT
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C-----UNDISTURBED AREA--%,�
EXISTING WATER METER
PROPOSED WATER METER
0.22 t/- ACRES _
-
EXISTING MANHOLE
PROPOSED MANHOLE
EXISTING GAS METER
®
PROPOSED GAS METER
e_3
EXISTING GRATED INLET
PROPOSED GRATED INLET
NA'LAKE SUBDIVISION
EXISTING DROP INLETE
i
VnUNITv CENTER
Q
PROPOSED DROP INLET
2.399 AV.
x-x
PROPOSED STORM SEWER INLET STRUCTURE NUMBER
\ - -_- EXISTING CURB
DRAINAGE SWALE- 1206 EXISTING INTERMEDIATE CONTOUR
(MIN 1% GRADE)
1206 -- PROPOSED INTERMEDIATE CONTOUR
\ 0 1206 EXISTING INDEX CONTOUR
IV 1206 PROPOSED INDEX CONTOUR
PROPOSED CURB
5 -- EXISTING SANITARY SEWER LINE (SPECIFY SIZE & TYPE
- SS PROPOSED SANITARY SEWER LINE
EDGE OF CONCRETE/ G - EXISTING GAS LINE
CHAINLINK FENCE G PROPOSED GAS LINE
L 366.80 - -- -W --- EXISTING WATER- UNE (SPECIFY SIZE & TYPE)
-W--- PROPOSED WATER LINE
-- - UGT- EXISTING UNDERGROUND TELEPHONE
UGT PROPOSED UNDERGROUND TELEPHONE
\ -UGE- EXISTING UNDERGROUND ELECTRIC
UGE PROPOSED UNDERGROUND ELECTRIC
W .. S UGT IFIBER) - EXISTING FIBER OPTIC
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Tc 35U.00 a 'ss f �`;`, uG
5' SIDEWALK - -
T 'FIBER PROPOSED FIBER OPTIC
%mvM26' o� �`� p y I OHE EXISTING OVERHEAD ELECTRIC
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0 - ! � � � _ `\ / � ` OHE PROPOSED OVERHEAD ELECTRIC
N Q �G 35Q'- a n E PIED LUG �7 - ARY UGTV- EXISTING UNDERGROUND TELEVISION
5 DUMPSTER
S 1� oh9 160 SF / 2" ATER ETER �, (9. ,` W/ 6 WOOD
UGTV PROPOSED UNDERGROUND TELEVISION
Z �r �- .-. $j�N.. N Q 'r ,� FENCING�x.•�\\xw \ -OHTV EXISTING OVERHEAD TELEVISION
S F�1A i OHTV PROPOSED OVERHEAD TELEVISION!
J rPAR ` J._ I (J ,, ,' i `. - �� EXISTING WOOD FENCE
PROPOSED WOOD FENCE
J---_"-.-------- z_ ---._�-� ��, lj `"� "�'�-i� lr ,r i N r` ,+ '/' yr � -X EXISTING BARBED WIRE FENCE
HANDICAP RAMPS -
f / i 7 X PROPOSED BARBED WIRE FENCE
WITH DETECTABLE z - EY
L X EXISTING CHAIN LINK OR WIRE FENCE
TRUNCATED DOMES 3TIA, \
- P LOW 0. N �'\, I ,' _ i TEMPORARY // -- X PROPOSED CHAIN LINK OR WIRE FENCE
3�-i 001 _ 9' f I DUMfiS O 1
PROPERTY LINE
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33p 7lpjr N ( W/ OD
FENCING J y' BUILDING SET BACK
a ` -
\ �•� � r` `rEXISTING EASEMENT
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7rJ PROPOSEDEASEMENT
wry
EXISTING RIGHT OF WAY
s - -' PROPOSED RIGHT OF WAY
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SLI
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_ EXISTING REINFORCED CONCRETE PIPE
LEGAL DESCRIPTION //�1 OR CORRUGATED METAL PIPE
nJ��
�;�` `�` ` \ (�/___;�'S (i % �� NEW REINFORCED CONCRETE PIPE
A PART OF THE N1/2 OF THE SE1/4, SECTION 29, T-1-P', R-13-W, PULAKI I �� r S ; ;' ! OR CORRUGATED METAL PIPE
�, \
COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: �\� �� I I; R25
BEGINNING AT THE NORTHWEST CORNER OF THE NE1/4 SE1/4, SECTION 29,
T-1-N, R-13-W; THENCE S 87023'00" E 401.38 FEET ALONG THE NORTH LINE Or z�n'
SAID NE1/4 SE1/4 TO A POINT; THENCE S 00"46�17" W 218.57 FEET TO A POINT; 1 J
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
1987.00-FOOT RADIUS CURVE TO THE LEFT, SAID CURVE HAVING A CHORD
BEARING AND DISTANCE OF N 68°0340" W 147.6Q FEET; THENCE ALONG TAE ARC�� ~
OF SAID CURVE AND ALONG SAID NORTHERLY RIGHT OF WAY 147.64 FEET TO THE SITE NOTES _ ��.
POINT OF TANGENCY; THENCE CONTINUING ALONG SAID NORTHERLY RIGHT OF WAY 1 ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY/STALE/FEDERAL REGULATIONS AND CODES AND
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, TRUCKI5 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 00°00'00" E 25.12 4. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT SPECIFICATIONS.
CATIONS. \�•��� ,�-� �zz\ \
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 IS
04049'06" E 72.15 FEET TO A POINT; THENCE N 27022'47" 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 NWi/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.
RIP -RAP BANK
STABILIZATION
(BY OTHERS
,, WATER LEVEL >r-
�RAI7y, 351.5
"* DRAINAGE, SWALE�
(MIN 1% GRADE)
49.7' "k..k...., EDGE OF
WOODEN DECK N
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50'
Cy I
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V of
PROPOSED C s 40`0'
COMMUNITY CENTER
1800 SF, 1 STORY
3 4 12, F.F.353.0 CHA-------N--- »
RESTROOMS
_ SgL�� F.F. 353.0
,SAS �yt
Sao
LOW PRESSURE -
GRINDER PUMP x
SPECIAL Sty 351.0 3S _
HANDICAP\ \ 8W SSW PLAYGROUND I ?00
6' PAINTED `
METAL FENCE
�G \0 352.25
350-50
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ECIA ! TC 351.46
34$.BO 89 ANDIC P
AMP �' 7
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EXISTING TREE RECEIVED
MAY 2 3 2007
q TREE TO BE REMOVED
BY:
NUMBER
IDELTA ANGLE
tRADJUS
ARC LENGTH TANGENT
1 DEGREE
CHORD DIRECTION
I CHORD LENGTH
Cl
104°15'26"
1987.0
147.64
73.85
02°53'01"
1 N 68003'40" W
1147.60
C2
23°14'58°
1512.00
1207.76 1105.33
11011'26a
1 S 81048'51" E
1206.34
LITTLE ROCK PLANNING COMMISSION
APPROVED, SUBJECT TO THE CONDLTLONS
AS NOTED IN THE PILANNING C JMI ION
MINUTE �4C(ftD DATED i
BY: T\ (_ . �
DATE:
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Drawn by
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Checked by
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Dote
04/30/07
SITE PLAN
Job Number li
068009-02
Contact Person
B. tAIN15
MT i'19MI