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LEGEND
These standard symbols will
be found in the drawing.
a POLE
R2 ZONING O E PLEASANT VALLEY O REOBAR FOUND
ADDITION O PK NAIL SET
I I I O IRON PIN FOUND
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I,hereby certify that this plat correctly represents a boundary survey made or
verified by me that all surveying requirements of the State of Arkansas and City of Little Rock
Subdivision Rules and Regulations have been complied with and filed for record as required.
Signed,
4XI -7
Date of Execution , Registered Professional Land
Surveyor No. _11-X 7- Arkansas
CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY
I, &e6o S IzZou(�-> , hereby certify that this plat correctly represents a plat made by me,
and that engineering requirements of the Little Rock Subdivision Rules and Regulations have been
complied with.
/0kh Z I ZdU's
Date of Execution
Signe
Name, Registered Engineer
V ll V l d ll No. 56 ZO , Arkansas
PointNo. Northing(Y) Easting(X) Elev(Z) Description SCALE: 1" =2000'
1 162697.248 1185258.515 0.000 PAGIS COORDINATES
2 162607.262 1185250.803 0.000 PAGIS COORDINATES
D 2 3 162501.219 1185285.080 0.000 PAGIS COORDINATES CERTIFICATE OF PRELIMINARY PLAT APPROVAL
4 162389.048 1185350.506 0.000 PAGIS COORDINATES
sC)� U 5 162284.413 1185442,539 0.000 PAGIS COORDINATES All requirements of the Little Rock Subdivision Rules and Regulations relative to the preparation
o c c �7 6 162267.328 1185466.649 0.000 PAGIS COORDINATES and submittal to a preliminary plat having been fulfilled, approval of the plat is hereby granted,
7 162116.932 1185814.645 0.000 PAGIS COORDINATES
4• �G°h / 8 162113.718 1185832.925 0.000 PAGIS COORDINATES subject to further provisions of said rules and regulations. This certification shall expire.
\ 9 162065.625 1186115.226 0.000 PAGIS COORDINATES
10 162058.665 1186175.623 0.000 PAGIS COORDINATES
0 `_ 11 161822.302 1186149.953 0.000 PAGIS COORDINATES Date
12 161849.443 1185447.578 0.000 PAGIS COORDINATES
13 161904.357 1185385.774 0.000 PAGIS COORDINATES
14 162387.591 1184912.716 0.000 PAGIS COORDINATES Signed,
\ 15 162422.924 1184947.604 0.000 PAGIS COORDINATES
0
o 16 162451.202 1184919.607 0.000 PAGIS COORDINATES
17 162415.650 1184884.280 0.000 PAGIS COORDINATES Date of Execution Name, L. R. Planning Commission
18 162440.054 1184859.550 0.000 PAGIS COORDINATES GENERAL NOTES:
00.n 19 162562.075 1184977.918 0.000 PAGIS COORDINATES R2 ZONING 1. THIS PROPERTY SHALL ABIDE BY COVENETS AND AMENDMENTS OF BILL OF
-Ql :�� s. \YJ 20 162645.854 1184895.889 0.000 PAGIS COORDINATES
21 162757.189 1184883.705 0.000 PAGIS COORDINATES ASSURANCE IN BOOK "B" AT PAGE 512 IN THE OFFICE OF CIRCUIT CLERK AND
Number of points listed> 21 EX-OFFICIO RECORDER, PULASKI COUNTY, ARKANSAS. NO ADDITIONAL AMENDMENTS
TO BE ESTABLIDHED FOR THIS REPLAT.
\ ?� 2. ALL FRONT BUILDING SETBACK LINES TO BE 25' FROM 50' INGRESS/EGRESS EASEMENT
0 15 BER oV-V ,ells ��1 EO \ \ s DESCRIPTION:
TELEHONE OS UR P 001F� r, A REPLAT OF LOTS 42A, 42B, AND 43R OF A REPLAT OF LOTS 42 AND 43 IN BLOCK 57 OF PLEASANT LINE UNLESS NOTED AS OTHERWISE.
�� BQ N�o�lyiAM \ �9 29
QUIPME \ g 9 ao° �� VALLEY ADDITION TO THE CITY OF LITTLE ROCK ARKANSAS AS SHOWN BY PLAT IN BOOK "D" AT PAGE 916 AND 3. G&H PROPERTIES, L.L.C., 1300 PINE VALLEY RD, LITTLE ROCK, AR 72207IS THE
NSI� \ \ cS 4 �� DOCUMENT No. 94-10413 IN THE OFFICE OF CIRCUIT COURT CLERK AND EX-OFFICIO RECORDER, PULASKI COUNTY, SUBDIVIDER/DEVELOPER AND THE PROPERTY OWNER AS RECORDED IN BOOK PAGE_
►.
8 \\G MOROE \�\\ ARKANSAS AND BEING MORE PARTICULALRY DESCRIBED AS FOLLOWS: 4. WATER WILL BE PROVIDED AND CONNECTED TO CENTRAL ARKANSAS WATER SYSTEM
, \ \ � �•\ �\ Commencing at a Northeast corner of said Lot 42A aforesaid; thence with a curve turning to the left with AS APPORVED BY UTILITY.
/ \ 395 �_
tU TTO L o
D TLET 71
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�z an arc length of 203.14, thence S 30 r- 129.86, thence with a curve turning to the left with an arc
\ \ 5. SANITARY SEWER WILL BE PROVIDED AND CONNECTED TO LITTLE ROCK WASTEWATER
`\ \ 4zz445.7 SQ. FT. \9g � � length of 140.29', thence S 54'40'35" E 29.55'; thence with a curve turning to the left with an arc length oUTILITY AS APPROVED BY UTILITY.
f
7 QC�Eg p0000 \ G p� 382.73', thence S 79'49'18" E 18.54; thence S 80'19'55" E 286.37; thence S 8325'35" E 60.80; thence S
'5y `SSj � �� 90� A9 06'11'53" W 237.75; thence N 87'47'14" W 702.90'; thence N 48'22'40" W 82.68'; thence N 44'23'25" W 6. NO OPEN SPACE WILL BE PROVIDED.
676.24'; thence N 4438'12" E 49.66'; thence N 44 42'51" W 39.79'; thence S 44 49'06" W 50.12'; thence N 7. ENTIRE TRACT IS WOODED AND ONLY TREES FOR HOUSE CONSTRUCTION WILL BE
�9 45'22'49" W 34.74 ; thence N 44'07'46" E 170.00'; thence N 44'23'42" W 117.25'; thence N 06-14'43" W 112.00'; REMOVED.
\ ,\ By�� \\ \ \ \ \ "� ��� S Sc. thence S 80'54'50" E 379.57'; the point of beginning proper, having an area of 476827.07 square feet, 10.946 8. EROSION CONTROL PLAN WILL BE DEVELOPED UPON FINAL APPROVAL OF STREET n
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NOTES:
TOTAL LINEAR FEET OF INTERIOR STREET = 1223.47'
NUMBER OF LOTS = 11 LOTS
MINIMUM LOT SIZE = 0.88 ACRES
AVERAGE LOT SIZE = 0.99 ACRES
FLOOD INSURANCE NOTE: By graphics plotting only,
this property is in ZONE X
of the Flood Insurance Rate Map, Community Panel No.
050181-0007 D effective date of AVG. 5. 1985
Exact designations can only be determined by an Elevation
Certificate. Based on the above information, this property
IS NOT in a Special Flood Hazard Area.
r \ \ •\\ �S 5 9 vo, acres P PLANS AND PRIOR TU CONSTRUCTION.
5 SS STA 5+82-CONSTRUCT A T 0 F BLOCK
0 9. EXISTING WATER AND SEWER LINES ARE ON THE SOUTWEST SIDE OF HINSON RD.
\\ \ 4' DROP INLET ON LT W/ 0 F PLEASANT
L E q C K 5 7 10. LIST OF NCARL4NCAELSl WAN INCREASED L U
\ \ \ F 6 / o 22o'x1s" CMP OUTLET TO RT S/� N 1 LOT DEPTH TO WIDTH RATIO FOR PROPOSED W
39668.3 SQ. }T.\ L' �'Se �8'� 4 W/ 4' INLET EXTENSION VA L F F Y A LOTS 6-11.
o \\�9 AC ES \ 6 \ \G� \ 6 2 Q=(0.5)(s.7)(2.4) LITTLE D D TI 0 N 2. V CE TO ALLOW THE DEVELOPMENT OF LOTS WITH P ATE STREETS.
� \ T N�lh06� \ ��i\ ti / d°i • 2 c �.)) C�°s =8•o cFsROCK A R 3. V CE TO ALLOW THE STREET TO DEVELOP WITH A RE UCED STANDARD:
A. RE OVE CURB ON THE SOUTH SIDE OF THE STREET. @ 512 B. SLO E STREET ALL TO THE NORTH SIDE, U
0
41 110.\2 SQ\PY. �`'� o Q� \ T.
P AT g Q - 2 3 510 D. REM VE THE 3ID WALK ALONG WALL ON G THE
NORTH SIDE OF THE ST ET.
\ \ 0.g\I ACR S ��c P oo^� `�03 q 2 H 0 C I I U 11. A DIVERSI N BERM AND SWALE WILL BE C CONSTRUCTED RUCTED ALONG SOUTH PROPERTY U
c Sp>3 D LINE TO D RT LOT STORM WATER RUNOFF TO THE PROPOSED CTION BOX AND z
40\ \ \ \ �� �Fgsi \ �` oho 83' STREET IN ATTEMPT TO REDUCE THE IMPACT ON THE ADJO PROPERTIES.
J'��v�o / 'Co
R �S \\��c� ti \2 03' 27 12. A GRADIN PERMITIN ACCORDANCE WITH SECTION 29-186 (C) & (D WILL BE REQUIRED ~
\ (V q , PRIOR TO LAND CLEARING OR GRADING ACTIVITIES. SITE G ING Q
c� '6 �S•. \/ ^�' �o �� 114 AND D GE PLANS WILL NEED TO BE SUBMITTED AND APPROVE PRIOR J
q P ry�oO� 2p S �7 TO START CONSTRUCTION. C-
�� \\\\ \ �G 384 .0 SQ. FT. cam` `` \ \ q =6 7 4 5 7� 4g „ E 13. VEHICLE A CESS TO HINSON RD FROM THE LOTS WILL BE PROHIBITE
0.88 CRE\ � �� C 8,54 TA 12+23- ONSTR STA 13+75-EXISTING 25
\ _ S 4g.83• S 80• 1g'55" 'DROP INLET ON LT 4' DROP INLET ON LT 26
P \ \ \ \\ 4. �'49' E / 8' INLET EXTENSION Q
q�5 00 / ti o \ �\ o / ` o RA 1 E � 5 286 37 W! 190'x24" CMP OUTLET TO RT -
i ^� �\ 1 ��18 _ 0,001 1240'x11"CMP W/ 9' INLET EXTENSION z
T 10 RT
"� \ \ 66. ���_= R. 287.04'-(0. 9S 83' 3 0 --�
O�) \ HKDISICTO\�\� \ �\ \ \ \ 64.14_ __� = -� /__��.54� 60.80' L1J
\ A APPROVED \ \ �� �\ \ \ \ �' S0 T_� / - ��'35"
O Y I R)� �/ \ \ •00 a_�/ - E O 500
o C�/ \ S \\ ERS ON �o� �� / 55114.5 Q. FT. \ 0
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9 O/ \ 22 3 SQ FT. <v \ \ v N 391�'4.A� SQ. FT. �-�� '� ci
0.90 ACRES
/ 7 RES \ no' 4G264 6 SQ. FT. p N
0.92 ACRE-5�- u
\ 3\ TENTION--\
PULASKI AREA GEOGRAPHIC INFORMATION SYSTEM ARE
\ DIVERSiQN, DETENTION
PAGIS MONUMENT TIES A 09 BERM AREA
PAGIS 2061 AND \ �'' SMdO H LINED - - 2AINA qND UTI ITY EASEMENT
PAGIS 2061 AZM MK \ 2 - - -
Y.161849.4425 _ _ _\
-7-Q,2
' JU\
X: 1185447.5777 ONSTR 4NC ON
CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE � -_ --M- 8-74
C1 50.00' 169.41' 99.24' N 12'21'45" W 194'07'51" SET PAGIS MONUMENT B OUTLET TO EXIST \
C2 305.13, 3,05' 3.05' N 24'24'50" W 00'34'21" STO DRAIN AT CORNER
C3 305.13' 30.99' 30.98' N 27*36'34" W 05'49'08" OF FAI AY VILLAGE \ A70 S 1 O 2 O
C4 399.53' 55.83' 55.78' N 3353'27" W 08'00'22" CENTER LINE CURVE DATA AND HIN N RD
180'x18°° CMP (16GA COATED
C5 399.45' 108.28' 107.95' N 45'39'30" W 15'31'55" p \
C6 851.90' 73.60' 73.57' N 56'02'09" W 04.57'00" CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE SMOOTH LINED). 10749362'08'34W OT1- 280.13' 77.77.00' 15'47'59" BREAK INTO EXISITNG
FAIRWAY VI L L A G A D D
C7 851.90044' 1429' 7035" wos'42'S622'59'48"CS 14N DROP INLET' C2 374.53150.32149.32S2
LITTLE ROCK AR
C9 851,90' 1 71.66' 1 71.64' N 7T54b2" W 04'4911"
C10 255.13' 1 90.79' 1 90.32' 1 N 04.53'53" E 1 20'23'25" C3 826.83' 1 394.54' 1 390.80' 1 S 66'37'59" E 27'20'23"
-CIS' 495
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t� z 3490
co A85
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40907.8 SQ. FT. w ,`=480
----E94 -ACRES cO475
f ^ 470
*8 Ir` O O 465
W
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4 I 460
-EOLI_STR Z z o
4' JUNCTIORBO)t -�4 ~ N 455
WL1Q N CMP w 450
NLET AND O-UTiiP
15' EASEMENT -1
3 4 I I END - 440
EXIST 18" CW
L A T „ D„ @ FL= 422.65 6
Doc. # 91-11 98 PDR !ZONING ,
EXIST 40'
INGRESS/EGRESS
EASEMENT
CVIOT! .All
A - TYPICAL BERM
AND SWALE DETAIL
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DATE: 7-6-05
REV: 8-1- 05
�, DRAWN BY:
SIGxe9vna
' `1 LAB
PLS # 1