HomeMy WebLinkAboutS-1385 Map 4NOTES
1. ALL STREETS ARE TO BE PRIVATE.
2. NO INDIVIDUAL LOT ACCESS OFF
RAINES ROAD,
3. MINIMUM FINISHED FLOORS WILL BE
REQUIRED ON LOTS 1 THRU 8 & 22.
4. THIS PROPERTY AND MOST SURROUNDING
PROPERTY IS ZONED R-2.
5'-0" GREEN
2'-0"
15'-0" PATHWAY , SHOULDER
CONST.
50'-0"I R-O-W
20'-0" OR 22'-0" ASPHALT CONCRETd HOT MIX SURFACE COURSE (TYPE 2)
IV-0" LANE
I V-0" LANE 1 2 -0"
PROFILE GRADE
SLOPE 0.02 FT-/rT. SLOPE 0.0�/FT, /- SEED AND HYDftOMULCH
)
✓_. ] ram'.,
0.02FT./FT. 0.02 FT,/FT-
FT °3_T....
7" AGGREGATE BASE COURSE (GL 7)
FOUND 2"
OPEN PIPE
N1
S88°53'11"E
291,82'
FOUND 2" OPEN PIPE AND
1" PINCHED PIPE 0.2' WEST
® 100% MODIFIED PROCTOR DENSITY COMPACTED SUBGRADE
AND PRIME COAT (0.1 OAL/SY) ® 95% MODIFIED PROCTOR
DENSITY
N89°52'38"E
TYPICAL STREET SECTION FOUND 1" 387.73'
FOUND 2"
PINCHED OPEN PIPE
R 2 I PIPE
JAMES T. KINCANNON &
WIFE SUSAN M. HENRY H. NIEMEYER, LU R-2
TRUSTEE z o RAYMOND T. YOUNG &
o WIFE THELMA CAMMILLE
FENCE 15' O/?y, t \ o °0'\\
i
NORTH OF _ rry� I JJ� FENCE CORNER
PROPERTY �.,\ q ! \ \ \ SET 5/8' ` 5.06' EAST &
CORNER \ \ s \ \ CAD' NORTH OF
OLD ;FENCE LINEI Si39e5'45'E 1305.53' _ REBAR
ROP RY -
- . P E CORNER
FOUND 1"� N89058'47"W 439.52' FOUND 1"� FENCE CORNE 373. o' 76 e s
o, ` OLD FEN E LINE 8 � FOUND 2" R-2
OPEN PIPE R 2 OPEN PIPE , \25.681, E/�STj&� } � C.
OPEN PIPE M. DAVID JONES &
`,OD 3.17' SOUTH OF! I _ _ - \ 100 YEAR -FLOOD
- 6 4:41' EAST OF
BOBBY H. NALLEY & C6• \� / \ PLAIN LIMITS \\OA 1
FOUND 5/8" PRi9P RTY CORNER `- .� � � \ � TRAIL
OSED 'L _, _ _ WIFE MARTHA R.
WIFE CYNTHIA L. REBAR I WALKING PROPERY CORNER
o \ 10 DRAINAGE & FOUND 1/2" REBAR CAPPED_ RODNEY M. RUSSELL &
0.12' EAST OF @ O) )
PROPERTY LINE 9r� `� Nc /�' \ \• OLD (FENC (WILLIAMS 1091)
\I PIED STRN ACCESS < \ \ R 2
- - - - \ l \ Off! \ \ 111.���6.21'; EAST & 136.07' OUTH OF . WIFE CHANDRA L.
- - - - - - 1.0 ACRES "1 EASEI�EN \
FOUND 1"� S89°26'15"W 553.12' + \ \ s B • !9 �, ``i \\ \ NORTHEAST PROPERTY CORNER
M + 4y - 100 YEAR FLOOD p9 C I \ •a , JOHN WALLIS &
OPEN PIPE R-2 �•a� / I e/ �• 2 9) w, 2.5 ACRES ( R-2
/� PLAIN LIMI S i� y ✓ 1 WIFE ELLEN
LEOTTE PAULINE THOMPSON FOUND 1" c%` > \\ Q\yZ I �\�1 FOUND�i" OPEN PIPE
OPEN PIPE o s�9. asazc\ \O -- \\ J1J -\�\ (� \ ~� NO THEVVAST PROPERTY
0.27' EAST OF �--� 2 2°
PROPERTY LINE / 1. ACRE 1 / / U- 50� CORNER
_ .-..-..-..- 1.1 ACRES
is.s6cH. PROPOSED---__1_ '•` \ '•,
- \ \ �o'' WALKING 1
rol ' 47.43'CH \•m �( TRAIL
R-2�/ 20' ACCESS AND \ R 2
�/ \ r �. UTILITY, EAaEME �
PATRICK L MONDY & i , 8.42oH.� �\ / �/ \ ;� SW 1/4 ,SE11/ _ , JOHN WALLIS &
WIFE KATRINA // \ /�10 PIED LAN \
�� SECTION, I I, WIFE ELLEN
FOUND 2" O 4. / % • ; ACCESS
\ '' 169152 S/ ENGINEERING ACCURACY CERTIFICATE OF NARY
OPEN PIPE / "� �\ 38.839' A� COMMON \ ` \
1.0 ACRES �� o I PRIVATE \ I, MARK RICKEI'T HEREBY CERTIFY THAT THIS
0.10' EAST OF // �' O \ PROPERTY \ PLAT CORRECTLY REPRESENTS A PLAT MADE BY ME,
PROPERTY LINE _ 3a2.88' q� PROPOSEDI L DRIVE
FENCE _� _ I \ I �\ L AND THAT ENGINEERING REQUIREMENTS OF THE LITTLE
C 1.0 ACRES "WALKING L OLD "FENCE,
L it
i I 1 r I L- ROCK SUBDIVISION RULES AND REGULATIONS HAVE
J d 10' PEDESTRIAN TRAIL I I. \
NOTE:
z ACCESS COMPLIED WITH.
FLOOD PLAIN LIMITS SHOWN WERE 11` 1 ,� G'EASEMENT�'.''� �' LAKE \ D
`', BEEN
SCALED FROM FIRM MAPS, 050179 0380 D O �� ° i -- PLAIN ELIMITS�O
DATED JULY 16, 1996, & 050179 0387 C ,! �' m iti�s3 t w �t
1.0 ACRES-_ c u I p / DATE OF EXECUTION MARK RICKETT
DATED MAY 16, 1983. REGISTERED PROFESSIONAL
• � • O `' \ ( �81, • ' �f � \ R-2 ENGINEER NO. 9116
R 2 Z G 1.0 ACRES P O� JERRY D. MALOTT ARKANSAS
LOUIS E. STRONG, JR. p p .-N' /. \ ` _
& WIFE GRETA J. o O /,! / 1 /� of �w ��// PROP PROPOSED
1(IT _
FLOOD PLAIN CERTIFICATION _ ^ w/ 1.0 S r 1- ' y/ \ �n BUI -� I 5.31 ACRE LAKE
m /"
W \ j �o. I _
A PORTION OF THE PROPERTY SHOWN IS LOCATED i _ .. % N /• / `5. 1 . \ N R-2
= 9 , / / J7 ��7 ch DOUGLAS G. ZAHN
WITHIN THE 100-YEAR FLOOD PLAIN AS DESIGNATED
Y THE FLOOD INSURANCE RATE MAPS, PANEL NOS. j �p \ / %. J/ 20 ACCESS & �1� ��
\ M` & WIFE DOLLIE E.
B :� i \ o DR INAGE �' e
050179 0380 D, DATED JULY 16, 1996 8 038179 0387 C. / / ��/ // 4 i \ �. -O
F DERAL-� �' - _ SEME T� s
SLOPE
0.01 Fr./Fr.
3'1 ..0.01 FT./FT. (VA'
CLASS 3 UPRIGHT
CURB & GUTTER
(BOTH SIDES)
SEE DETAIL
(TYP.)
PATHWAY LOCATED ON
RT. SIDE OF ROAD
_.� • x. -""'; I i T>JIOSpriTlgS Psnt,. f£6 srs'� �
�SF"INg Vxiled Tam,a Dr
_ { Martindale D'
m h
*, Al
'pint
t
I � �
- Spark Ad
{ LawSJ11 lid
s
a7tk PROJECT SITE'"` r.
R
Fquvho LsoeK
4_.
p rr
ov49 CEeex ° } -, °4 ]y - !3 1rt lY"
- C 't i' �' 1 e r•" i � � d ; - �� n
" T o trr�,totr,� -
!I f T
IN
orthlak
F
1T. • t ._ i„ f7 =�- eM AL'andr i" ..
�rr c«Jc�s I 1i I` .I
r'
VICINITY MAP
CERTIFICATE OF PRELIMINARY
SURVEYING ACCURACY
I, B. MICHAEL WATSON, 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 A
COPY OF SAID BOUNDARY SURVEY HAS BEEN DULY FILED FOR
RECORD AS REQUIRED.
DATEOF EXECUTION B. MICHAEL ATSON
REGISTERED PROFESSIONAL
LAND SURVEYOR NO.957
ARKANSAS
PROPERTY DESCRIPTION
CERTIFICATE OF PRELIMINARY
PLAT APPROVAL
ALL REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION
RULES AND REGULATIONS RELATIVE TO THE PREPARATION
AND SUBMITTAL TO A PRELIMINARY PLAT HAVE BEEN
FULFILLED. APPROVAL OF THIS PLAT IS HEREBY GRANTED,
SUBJECT TO FURTHER PROVISIONS OF SAID RULES
AND REGULATIONS. THIS CERTIFICATE SHALL EXPIRE:
DATE
Lin � c yr cncvv r Iv,v ,rnrv,c, u, � �c nvvn r�n,r,rnr�a
COMMISSION
DATED MAY 16, 1983 PUBLISHED BY THE E 13 %� w / -�°' The Southwest 1/4 of the Southeast 1/4 of Section 25, T-1-N, R-14-W, Pulaski County, Arkansas, being
EMERGENCY MANAGEMENT AGENCY. �_ i i �'
W j • '_- / O �� �' fn more particularly described as follows:
1.1 ACRES i /& 100 YEAR FLOOD
� ��l PLAIN LIMITS
ACRES \ r
_w °Z�o� J �'s. \ .N -- \`' -' BEGINNING at the Northwest corner of said Southwest 1/4 of the Southeast 1/4 of Section 25; thence
N/ i r i <•\. �� %-- - South 89° 52' 45" East 1305.53 feet to the Northeast corner of said Southwest 1/4 Southeast 1/4;
--: 1:O.,ACRE5. °
R 2 n <�\ / o \ J thence South 00 33' 23" West 1314.34 feet to the Southeast corner of said Southwest 1/4
1 �+ < Southeast 1/4; thence North 890 22' 48" West 1279.99 feet to the Southwest corner of said
ROBERT L. HAWKINS & D a3�,. / --- O se �Z10` PEDESTRIAN // ' ,V/ °
� = /\ \� ° ,5 ���' �A CESS /� \ F. � �\ llVt/ Southwest 1/4 Southeast 1/4; thence North 00 33' 53" West 1303.24 feet to the POINT OF
KAREN S. HAWKINS A ENT ' ` `�
R-2
EVELYN J. WILSON
100 50 0 100 200
Scale:i"=100
KIM
2 PRIVAT rl R 2 TE pFq
• 221fi4'---• p. 16.90'CH. h0 \---___ 1.0 ACRES "i.' ,� ` so �'- \!�\, Q / DRIVt= \\�\_ JAMIE SUE MIDDLE TON
FENCE- ' mt { \ , _` \.� �' . \\' 'l +� ARH.ATfB
- t� ' \ ✓ \, � \ C\\? ` \ �c . FENCE $E �"ER,ED
a �_-1 H 9 �A vV /� �zX PRENGIFEER
-�., • \ �' �\ O' , ' I 100 YEAR FLOOD * ��
n' i - 0�2��. ", / o P AIN LIMITS- N*O.tIT6
0.9 ACRES Io/ \ L
-� &20, i �1C °s4 • < <': %�40' ACCESS AN __370� vl ��•' �1
1. ORES C.'/?.O,ACRES �i4�\�" \ < ✓, UTILITY EASEMEN ��R0,0100
' 1.O ACRES \ m ' O A; - �_1. a \ T S� 0.9 ACR S FENCE CORNER
-� `- 35' BUILDING LINE - =
FOUND 1 35 BUILDING .1 E 9 EAST OF
HOUSE TO \ 27 82' NORTH &
-, -�- -- ,� - BE REMOVED Iv ��- T\ o PROPERYTCORNER
10' NO ACCESS & -UTILITY--EASEMENT
PINCHED �- - - - - -
PIPE - 74 ' r / __ - a57,$s �_ V - �A � - - - - - si TS - - - - \_ \ FENCE CORNER
-• " o r d .8gk NORTH OF
4 1 3-A DI IONA RIGHT OF ; WAY TO BE DEDICATE M.8
Y O 904.36'
2664' FE C -
FENCE CORNER- "REBAR S8920 -
50E 1320.58
3.20' EAST & - - - - - - - - - -� - Y RAINES�I2V
- �- -ASPHALT 19s8 ---DISTURBED OM� TI A
LINE
2.35' SOUTH OF NORTH S DE OF RAINESROAD
PROPERY CORNER - _
FENC s
I � FENCE I1 _---> •� j \\ �' ��q�
R 2 ROBERT ANTH \ R 2 R-7A ;! \� R 2
\ CUP
RANDY HOLMES & ONLY MEYER\ ��_BILLIE MURPHY ( WILLIAM -W: MULLINS , 1'', WILLIAM W. MULLINS EVERETTE F, CROOK
A AMA F & WIFE JANIE L & WIFE BARBARA M.
BEGINNING, contaming 38.839 acres, more or less.
siI-\\
Q1251=1',f�T �` ' %i �\tio� e� �� o3y - "I•PROPOSED
WALKING
a h n p�/t� �� 7•<�Q TRAIL
9 ACRES / \� 690 J _1.0 ACRES P \
\ 90 \° 19 °� 2
FOUND 1/2"
REBAR CAPPED
(JSA 1374)
9: 4
FOUND 1/2"
REBAR
CREE
LJr,
APpp J4
AS JSJLCrTOTFJECONDJrION
MJA'U� rcD riv rr„ FLAY,,•) , flr S
By.
Y. R`vOSD Da i EJ % CO PMl gJON _
DgTE.
25.00'
FOUND 1/2"
REBAR CAPPED
(JSA 1374)
416.22'
SOUNDING UNDER ASPHALT)
AT CRYSTAL VALLEY ROAD
S:\2003PR0\203-
1 i 6\SP2.DWG WIFE B RB
& WIFE MAMILYN VA.)
LIVING TRUST
J
& WIFE JANIE L.
lt1i0� V
VERSIFY SCALE
PRELIMINARY PLAT OF THEPRELIMINARY
PLAT
®
DSGN
THE
BAR IS ONE INCH ON
®
MEHLBURGER
DR SDN
THE PLANS AND SPECIFICATICNS INCORPORATED
HEREIN, AS A PRODUCT OF DESIGN SERVICES,
ORIGINAL DRAWING.
`
SOUTHWEST 1 4 OF THE SOUTHEAST 1 4 01�
CALLAGHAN
CREEK SUBDIVISION
0 � t"
V
> M
IS THE PROPERTY OF THE MEHLBURGER FIRM
SECTION 25, T-1-N, R 14 W,
-
AreEltecty-Evglveero-9u eyvry
CHK BMW
AND WITNOT
NOT ONE INCH ON
P U LAS K I
COUNTY,
ARKANSAS
HOUTTEXPRESS WRITTEN PERMISSION.
T
THIS SHEET, ADJUST
PULASKI COUNTY, ARKANSAS
APVD
BMW NO. DATE
REVISION BY APVD THE MEHLBURGER FIRM
SCALES ACCORDINGLY.
201 South Izurd 0 Little Rock, AR 72201 0 501/a7s-aa�i
SHEET
DATE 5-27-03
PROJ 203-116