HomeMy WebLinkAboutS-1874 Map 3REEK FLOW RATES
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ALC. CORNER Qin = 8.34 cis SHINALL MOUNTAIN
NW CORNER Qout = 12.38 cfs REAL ESTATE TRUST I U
SW4 SE}SECTION 22 ZONING R-2
T-2-N, R-14-W O O 10-0 DRAINAGE TRACT SINGLE FAMILY I I Z N
PROPOSED RE-ROUTE OF,iL S88° 49' 17" 029.59' I I C m
EXISTING "WET WEATHER" �. ALC.CORNER Z Y
CREEK (DITCH TO MATCH r''" 3C' S 4' - 60' 6! du' 60' 61' 62' 60, 60' Sa ! ZNE CORNEREXISTING CREEK E} SE} SECTION 22
GST CT"M" ,,,r, r (--�, r-� �----I r---I r--� r-_� r- SHINALLMOUNTAIN -2-N,R-14-W W
CROSS-SECTION) �� 1, -I (- -j ( -1 REAL ESTATE TRUST Z
4 1 T J I I I I I ZONING R-2 p -- - _ U rn
-j a 15 `, , 16,7 J I I 1
DELTIC REAL ESTATE $ 1 i 9 `r i 10 I i 11 r T 12 .1' 13 't J 14 fi fi
LLC ; L 0.21 AC. 0.19 AC. 0.17 AQ. 0.17 AC. 0.17 AC. 0.17 AC. 0.17 AC. 0.18 AC. 0.17 AC. T 17 T r T I co SINGLE FAMILY M m O
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SINGLE FAMILY 5 \ �� PHASE III EAR DEN COURT- - _ \\ I _ I aN I I� `�j�
EASEMENT
EMENTFORGSTPROPOSED ECT AC.\ Y7AC.1 5t� N ,-T L, -;,,, T 1 ° °°O j ILO,' W U C a
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10'-0" DRAINAGE T CT (T GS I M d N
22 i 123 I { E 3_ ), } (, 7; :T i I \ TRACT
3 \ \0.25 AC. 1 0.17 AC. 24 25 , 26 27 , ( a, „Q„ I ° -=-I m
L 0.21 AC. / / 21 \ L I r 0.18 AC. 0.18 AC. 0.18 AC. 0.18 AC. 28 i ,I` j. S88° 49' 17"E 1615.00' CO J
a 0.19
20\\- L ��J 0.20AC. SHINALL MOUNTAIN
\ 0.23 AC. )
1 L _ _1 L 1 J L J Lr ! L I GS TRACT "L^ GS TRACT "P'•
I / / 0.22 AC. �°� \ \� �, J REAL ESTATE TRUST
1 0.23 C. / /� � 3 GS TRACT "L" �- 53LO220000500
L_ -!'- -I n /?� v gb ONTROLLED EMERGEN�Y 2017 027033
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/ 19 ACCESS/EGRESS - SURFACE I 71.37 ACRES
1 0.23 AC. TO BE 8" TH'K SB 2 COMPACTED ZONING R-2
T0100% DENSITY I 30,
SINGLE FAMILY
IL 0 19 AC. I GE 329 GS TRACT "L" 1 I ,1 NOTE: ENTIRE PROPERTY IS WOODED WITH THE EXCEPTION
1a0' AP&L WW I OF POWERLINE RIGHT-OF-WAY AND GORDON ROAD CORRIDOR
BOOK 1276 PA EXISTING ELECTRIC I 12 F
-- TOWERS I 0.60 AC. �.
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DELTIC REAL ESTATE LLC REVISION:
GS TRACT °K" I GS TRACT "I_ N 1 53LO230000900
O --t4'Y I - BEARSTONE POINT(45• R/Wj i2018009550
ZONING OS
C EXISTING ELECTRIC 1 c `
00
TOWER \ 11 \ _
N \0.28 AC. \ GS I- --a--- _ \ TYPICAL PROPOSED
\� �'t"-` �� a TRACT 'IQ"I 20' STREET LIGHT-
W .0 '!?` - i )s'J ( �'Zg \\ ryJ I w TYPICAL PROPOSED GS TRACT "P" /
I r-��- I I 11 �� \ I 1 r T� FIRE HYDRANT 11
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I o zs Ac. I 1 12 13 �' +' 14 I i I� ,bv28 Ac. �' T. „&; ' _ -) o.as Ac. / I _ Gs TRACT „P„ LP
° L_„T I 1 0.33 AC. 1 T 0.29 AC. 0.30 AC. "L I` 15 I \ / / `' / / \ \ PHASE IV 0.53 AC. / I
( 1 0.30 AC. f 16 I I _ 7 y 10 �:<-----L1--- _ I 0.28ac. I I 17 a. sac. / , / 3
I I I N - - - - - I I 0.35 ACC ,r 4o GS TRACT „G„ \ / 0.26 AC.\ by \ GS TRACT H" 0.43 AC. / _ 8EA - T
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l-T,r_ / / �v��RSTOH��O r I
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I 0.26 AC. 125' - WINTER DEN COVE y S .t % - 2G /qs,
I TT- D T (45'RW) <� T'y \�.16 / �t I / ! -84
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I 9 1 25 I 18 2s1 I fJ!J
10.26 AC. I �. _ 0 31 AC. E � I I 35 AC I � / ; �' 2 \ -� � - _ `� 1 r�
L-----J I 10.27AC. F f 21 d / /'� 90 \' / , �'�� 7 / / s,. l 9 1
L ---� L-__J 10.26AC.1 I 0.27AC.� 1 I \\ \ i / y / \ " / \ �� 0.40AC �\ I I
( 7 > -----I L-----/ T 20 i o / `' �' / A \ X 27 / &' v„ / O.65AC. 1
L---�I O.95AC. / / 31 / i\ \ ST C, \ / �/ CULVERTD24"DIA 77r���✓ $�
I 1 O 1 I L f d� 0.28AC. // / // 0.271 / iti ROPOSED /
\ 16 / 0.39 AC.
i 8 I z 26 I ,; -_I L---��� 0.30AC./ ' ' \V \ 1426 AC, i � o �° 0.24 AC. I ' -
1 y' -----I GSTRACT„G^ ,. �. / \ / \\ --- 0 1, \\\\ \
r--t28--I W r----1 10'-0"DRANAGE TRACT // � i \ 2S .," /^\ C\ 32 \\'Yv \ ��" r- i, 3i \
v0.26ACe( ��0.38AC. I I J 1_
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AP& 0.26C. i ti I 0.24 AC. I --- 29 f ---- 1 i ---- I Ir----1 �\ 0.34 AC:T' 30RUSH(FI BEAR \ /\ 33 \ / _ 0.37$AC.- 0-31 AC. I 0.34 AC. It 5 \
53LO22000 09-1T�- I rNTERGY 15' RAN
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- 28 I I \
1i - I 0 27 AC. I T I I - 30 - 1 1 _� \ qOVE (45' RAN) STREET `0.27 AC. / -113' 100 \ 0.31 AC. I \+' AW 20' WATERLINE RM/
ZONINGR- F- 7 \ 1 0.30AC. 1 J 20 \ / -
I I 11 D.30 AC-1 I- - - - - J J 0.30 AC 1 I 0.37 AC. / GS TRACT . 2 �ARKING RESTRICTED \ \ % PHASE I r 0.30 AC.d ^ \
-� I I 0.30 AC. -I I 9 .f r 1 8 \ \;GONE SIDE ONLY U _o
SINGLE FAMIL - I --_
JI - -- N 1------ ----- \ \I 29 C, -
1 / _
- 1 0.34 AC.
\0.32 AC. 4° / I I 34
-----BEAR
a •• `4
--BEAR DEN COURT (50' R�C 0.3 C.
// Sy GS TRACT "I
CREEK FLOW RATE ---. -r-
Qin=10.01 cfs I /<\ 5 1 -r r----7 ii 1- ,�0.. 42' 1�> 2?' _ii'f �� // �1 L .'�-� 1 45'Rl � o-c .7 \\� L 0.30 AC.Y I^�
PROPOSED 15'-0" A CES I 3 _ - - - VALLEY CIRCLE ( v�,. \ \ \ \'
I--- I----- --- 11 26 / ( / J T
Qout = 16.57 cis 1 I I I _ / - �r.� \ s-.
'0.30 AC. 1 4 fJ J; J ) i I c~i I I I I T I 'I6 I 0.40 AC. / / \ \ 28 / r \ SEAR 40 / G
EASEMENT FOR GS RACT "1" '��\\ I 10.25 AC. I 0.24 AC. 2 .I' 1 9 21 :`� ! 23 25 `_'i ./ V 0.35 AC, / GS TRACT D c 1 / \ ' ,1: = �� \ y0.28 AC. ,•T ,N'o ��_, OROO�/ /I 1
I I 1 1 0.24 AC. U. AC. 22 _ - / R 0.27 AC.
- _ - J L - - _ I I t 0.29 AC. T T 0.29 AC. I I 0.29 AC. 24 `t 1- 0.29 AC. T•' F T / 1 35 ,, / - - _ _ _ - T - - T ? , / / O,yO
10,_0„DRAINAGE TR CT J �---� �' L_- L __ter J -�- --- 7 T 0.29 AC. J �----� L--J % L/ -0.36 AC. \ \\\/// 6� 10132 AC. = / 1 1 I 38 T I 39 /�\\// �\ 0.29 aC." \� r /���
- - er' I I I \ �i
DELTIC REAL ESA - _ _ - - - - _ _ 36 37_ 1 * 0.33 AC. / 42 / \
0.30 AC I T 0.27 AC. 0.27 AC. \
? gy, J 0.28 AC. T
LLC 3s'-----_� L_-- I I I r 43
ROPOSED UTILITY &SANITARY
ZONING R-2 SEWER CONNECTIONS ° r n
N87 41 34 W A GS TRACT "B" ozs Ac_
_SINGLE FAMILY 10'-0" DRAINAGE TRACT 26"+0.31 i2T � GS TRACT "A"
TYPICAL PROPOSED
ROPOSED LOCATION OF
INETYPE REPRESENTS EXISTING - -- 10'0" DRAINAGE TRACT STORM DRAINAGE MAILBOX CLUSTER \
"WET WEATHER" CREEK CENTERLINE CHENAL VALLEY DR -
1" PIPE (F) _. STRUCTURE & PIPE
SW CORNER _. NETWORK PROPOSED 15'-0" ACCES TRAFFIC CALMING CROSSWALK
SE} SECTION 22 EASEMENT FOR GS TRACT 'I TO BE COORDINATED W/ CITY \
T-2-N, R-14-W
--------
PRELIMINARY PLAT
SCALE 1" = 100"
1. PHASE I - 43 LOTS (0.26 - 0.43 ACRES) LOTS 27-28 MUST HAVE MINIMUM FINISHED FLOOR
-
ELEVATION OF 600.25'
PROPERTY SPECIFICATIONS
LOT 1 MUST HAVE MINIMUM FINISHED FLOOR ELEVATION OF 621.00'
PHASE II - 30 LOTS (0.24 - 0.37 ACRES) LOTS 1-7 & 26-29 MUST HAVE MINIMUM FINISHED
OWNER: SHINALL MOUNTAIN REAL ESTATE TRUST
CERTIFICATE OF PRELIMINARY PLAT APPROVAL
FLOODPLAIN CERTIFICATION
FLOOR ELEVATION OF 595.00'
PO BOX 394
201 WEST MAIN STREET
All requirements of the City of Little Rock Subdivision Rules and Regulations relative
ACCORDING TO THE FLOOD INSURANCE RATE MAP OF THE
PHASE 111- 29 LOTS (0.17 - 0.25 ACRES)
MURFREESBORO, AR 71958
to the preparation and submittal of a Preliminary Plat having been fulfilled,
CITY OF LITTLE ROCK, PANEL NUMBER 05119CO31I H, DATED GRASS
STRIP
PHASE IV - 12 LOTS (0.39 - 0.65 ACRES)
approval of this plat is hereby granted, subject of further provisions of said Rules
JUNE 7, 2019 THIS PROPERTY LIES WITHIN ZONE "I NOT IN
2. "GS" DENOTES PROPOSED GREEN SPACE TRACT
DEVELOPER/SUBDMDER- COLLIERS INTERNATIONAL
and Regulations.
THE 100 YEAR FLOOD PLAIN.
3. 5825 LINEAR FEET OF PROPOSED NEW INTERNAL ROADS.
_
ATTN: BRADFORD GAINES
t ALLIED DRIVE, STE 1500
This Certificate shall expire
P
4. QUANTITY AND SPACING OF FIRE HYDRANTS &STREET LIGHTS TO CONFORM TO CITY OF
LITTLE ROCK, AR 72202
LITTLE ROCK STANDARDS
LEGAL DESCRIPTION
ENGINEERS: PHILLIP LEWIS ENSINEERING, INC.
Date of Execution Chairman
CERTIFICATE OF RECORDING
PART THE SOUTH HALF THE SOUTHEASTANSAS.QUARTER OF SECTION 22, TOWNSHIP 2
23620 INTERSTATE-30
Little Rock Planning Commission
This document, number filed for record
UL
NORTH, RANGE 14 WEST PULASKI COUNTY ARKANSAS. SAID PROPERTY IS MORE
H,
BRYANT, ARKANSAS 72022
20-, in Plat Book , Page
9
PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHWEST CORNER OF THE SAID SOUTH HALF OF THE SOUTHEAST
NAME OF SUBDIVISION: BEARDEN ESTATES
QUARTER OF SECTION 22; THENCE S88°49'1TIE 1029.57 FEET; THENCE S01°36'50"W 225.00
ZONING CLASSIFICATION: R-2INNGLE FAMILY
Name (Clerk)
FEET; THENCE S88'49'17"E 1615.00 FEET; THENCE SOt°36'50'W 1115.07 FEET TO THE
1
SOUTHEAST CORNER OF SAID SOUTH HALF OF THE SOUTHEAST QUARTER OF SECTION 22;
SOURCE OF TITLE: PULASKI COUNTY DOCUMENT
t�
THENCE N87°41'34"VV 2640.31 FEET TO THE SOUTHWEST CORNER OF SAID SOUTH HALF OF
BOOK PAGE
THE SOUTHEAST QUARTER OF SECTION 22; THENCE N01°25'06"E 1288.04 FEET TO THE POINT
e
50'1 RIGHT OF WAY
OF BEGINNING. SAID PROPERTY CONTAINS 71.37 ACRES, MORE OR LESS
12'-0" 11'-0" 11'-0" 12'-0"
CERTIFICATE OF ENGINEERING ACCURACY
MIN. LOT SIZE PROPOSED: 7.330 S.F.
NUMBER OF LOTS: 114
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DRIVE DRIVE
I, Phillip Lewis, hereby certify that this plat correctly represents a survey and a plan made by
AVERAGE LOT SIZE: 0.29 ACRES
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1 1/2" ACHM BIND R COURSE =
me or under my supervision; that all monuments shown heron actually exist and their locations,
SOURCE OF WATER: CENTRALARKANSAS WATER
>
J
1 1/2" ACHM SUR ACE COURSE >
size, type, and material are correctly shown; and that all requirements of the
SEWER-
SOURCE OF CITY OFU TLE ROCK
¢
7" CLASS 7 BASE COURS¢
E -
City of Little Rode Subdivision Rules and Regulations have been fully complied with.
SOURCE OF ELECTRIC: ENTERGY ARKANSAS
u_
7
@ 100% MODIFIE PROCTOR -
DENSITY
Signed:
BUIDING SETBACKS:
�'
Date of Execution Phillip Lewis
FRONT: 25' OR AS SHOWN
C0
COMPACTED SU GRADE @ c7
1-0
Registered Professional Engineer
REAR: 25' OR AS SHOWN
z
95% MODIFIED PROCTOR ! 2-0"
No. 9540
SIDE: 8' OR AS SHOWN
DENSITY
/
Arkansas
CERTIFICATE OF SURVEYING ACCURACY
EASEMENTS: UTILITY DRAINAGE
FRONT: 25' OR AS SHOWN
I, Blake J Butler, hereby certify that the plat has been surveyed and duly filed for record in the
REAR: 2F OR AS SHOWN
offices of the state surveyor and the county circuit clerk and recorder within the last seven (7)
SIDE: V OR AS SHOWN
years. That all survey requirements of the State of Arkansa nd Cit of L a Roc subdivision
STREET RIGHT OF WAY: 50' ORAS SHOWN
rules and regulations have been complied with and filed for r ed.
STREETWIDTH 26' BOC TO BOC OR AS SHOWN
,.,
Jam- C
LOT CORNERS: SET 1/2"REBARW/CAP
SUBDIVISION STREET CROSS SECTION
2 Signed.
Date of Execution Blake ButW tv
NOT TO SCALE
Registered Professional Land SurveyorNo. 1453
NOTE: THIS CROSS SECTION DETAILS ALL TWO-LANE RESIDENTIAL ROADS. ONE-WAY ROADS(CUB
Arkansas
Ark
CREEK COVE & BEAR VALLEY COURT) SHALL ALSO COMPLY W/ CITY OF LITTLE ROCK ROAD CRITERIA.
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VARIES
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TYPICAL DITCH DETAIL
NOT TO SCALE
25' BUILDING FRONT SETBACK
OR AS SHOWN ON PLAT
(SETBACK SHOWN ON PLAN)
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25' BUILDING REAR SETBACK
TYPICAL LOT EASEMENTS/SETBACKS
NOT TO SCALE
OF LITTLE ROCK
QUALIFYING LOTS FOR HILLSIDE
STANDARDS (20'1 FRONT SETBACK)
PHASE
LOT
FRONT TO REAR SLOPE
2
19
1 .7 %
��
0
4
1
2
2 .9 0
4
2
1"
VICINITY MAP
SCALE 1" = 1000"
END OF LITTLE ROCK CITY
LIMIT - THIS PROJECT
INSIDE OF CITY LIMITS
Me
ARD REAL ESTATE LLC
53LO230000904
2018 050530
ZONING MF-12 & OS
-CREEK FLOW RATES
Din = 10.36 cfs
Qout = 11.72 cis
--PROPOSED WATER UTILITY
CONNECTION
'-LINETYPE REPRESENTS
EXISTING "WET WEATHER"
CREEK CENTERLINE
PROPOSED LOCATION OF
NEW SUBDIVISION SIGNAGE
�J" REBAR (S)
SE CORNER
SECTION 22
T-2-N, R-14-W
100 50 0 100 20OFT
SCALE: 11= 100'
LOCATION
`;
PiaiwP LEWIS
ENGINEERING, INC. S C'
'A No. 566
LITTLE ROCK PLAN LNG COMMISSION
APPROVED, SUBJECT 0 THE CONDITIONS
AS NOTED IN THE P NNING MMI ION
MINUTE RECORD, 1 ED ���7710 .
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R. 540
PROJECT NUMBER
SHEET ISSUE DATE:
06-24-2020
PAGE TITLE:
PRELIMINARY
PLAT
SHEET NUMBER:
CI
S-i 87`1 /Ie 41L51I