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CERTIFICATE OF PRELIMINARY I have consulted FEMA Flood Insurance Rate Map,
SURVEYING ACCURACY CERTIFICATE OF PRELIMINARY Community Panel No. 050179 0380C dated May 16, .^....................y
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1983, and find that the hereon property described is ,, �C:;STf :� \ ` Legal Description
ENGINEERING ACCURACY_ not In a 100-year flood Zone. f �-,� •."'.'J
I, William P. Gipson ,hereby certify that this Part of the NW 1/4 and the N 112 of the SW 1/4, Section 7,
- /K �/� �� — ARK�,Nj s s Township 1 North, Range 13 West, Pulaski County, Arkansas,
plat correctly represents a boundary survey made William L. Dean , hereby %
or verified by me that all surveying requirements William R. Gipson ' °` ;i ••i more particularly described as follows:
certify that this plat correctly represents Registered Land Surveyort,�✓_ .- :
of the State of Arkansas and City of Little Rock a plat made by me, and that engineering -� r '` r Beginning at the NW Cornet Of the NW 1/4, NW 1/4, Section 7, T-1-N, '
Subdivision Rules and Regulations have been N0. 1170, Arkansas %� '\,. -
requirements of the Little Rock Subdivision :b iP •:!rr1\q ` ;+ R-13-W; thence S 87° 18' 23" E alongthe North line of said NW 1/4, NW 1/4
complied with and a copy of said boundary has Rules and Regulations have been complied been duly filed for record in the offices of the with. `�`� a distance of 1244.38 feet to a point and the NE comer of said N W 1/4, NW 1l4;
`' '1 �r I p thence S 010 24' 07" W along the East line of said NW 114, NW 1/4 a distance of 6 49°00'00"
State Surveyor and the Pulaski County Circuit Signed.
Clerk on 1/31 , 19 sin t7, Q (_ 1300.06 feet to a found S pipe and the NW comer of the line
f s NW 1/4, Section 7, 7 j 18°00'00"
' Plat Book E Page 537 --1—� L�'--,— T-1-N, R-13-W; thence S 880 36' 38" E along the North line of said SE 1/4, NW 1/4
/.� Date of Execution Registered Engineer Proposed Sidewalk Sidewalk a distance of 1312.67 feet to a found 1" pipe and the NE comer of said SE 114, NW 1/4; 8, 34°00°02"
/ g /✓ Re eyed .Arkansas Street Classification ROW Requirements Width Location thence S 010 45' 12" W along the East line of the NE 114, SW 1/4, Section 7, T-1-N, 22-30-01"
J`Y R-13-W a distance of 2619.46 feet to a found concrete monument and the SE corner
of the said NE 1/4, SW 1/4; thence N 880 50' 38" W along the South line of said NE 1/4, ,13 34°03'05"
Data of Execution Name
Registered Professional West Kanls Road Minor Arterial 100, Both Sides 5' North & South a distance of 1318.29 feet to a found concrete monument and the SE corner of the NW 1 /4, U 86006-20"
W. one Side 4' South SW 1/4; thence N 88' 52' 27" W along the South line of said NW 1/4, SW 1/4 a
Land Surveyor Rushmore Drive standard collector
No 1170 Cooper Orbit Road Minor Collector 60' One Side 5' West distance of 494.58 feet to a set #4 rebar; thence N 01 ° 07' 33" E for a distance
Arkansas CERTIFICATE OF PRELIMINARY Hartford Standard Residential 50' One Side 4' East of 100.00 feet to a set #4 rebar; thence N 88' 52' 27" W for a distance of
PLAT APPROVAL Lansing Standard Residential 50, One Side 4' west 238.00 feet to a set #4 rebar; thence S 180 48' 27" E for a distance of 106.37
Bangor Minor Residential 45' NIA N/A N/A feet to a set #4 rebar on the South line of said NW 1/4, SW 114; thence
Frankfurt Minor Residential 45' N/A N/A N/A N 880 52' 27" W along the South line of said NW 114, SW 1/4 a distance of
CERTIFICATE of OWNER Lincoln Standard Residential 50, One Side 4' South 53.28 feet to a set #4 rebar; thence N 180 48' 27" W for a distance of 223.05
All requirements of the Little Rock Subdivision Pierre Minor Residential 45' N/A N/A N/A
Rules and Regulations relative to the preparation feet t0 a Set #4 rebar ; thence N 880 52' 27" W for a distance of 169.30 feet r'FFr
to a found rebar; thence S 01 ° 00' 58" W for a distance of 209.63 feet to a SAP P
We, the undersigned, owners of the real estate Albany Standard Residential 50' One Side 4' West
9 and submittal of a preliminary plat having been St. Paul Standard Residential 60. One Side 4' South
found rebar On the South Gnu Of the Said 1/4, SW thence
shown and described herein, do hereby certify fulfilled, approval of this plat is hereby granted,
Rose garden Standard Residential 50' One Side 4' South N 88°53' 16" W along the South line of said d NW 1/4, SW
1/4 for a distance
that we intend to lay off, plat and subdivide said subject to further provisions of said rules and Phoneix Minor Residential 45' NIA N/A N/A
250.33 feet ta found concrete monument and the SW corner of said
real estate in accordance with this Preliminary Plat regulations. This certificate shall expire01'
Dover Standard Residential 50' One Side a' west N NW 1/44, SW 1/4;; thence N 01 ° 43' 37" E along the West line of the 'i � �„ •, • as approved by the City of Little Rock Planning _ _ Sacremerdo Standard Residential 50, One Side 4' East NW 1/4, SW 1/4 and the NW 114 of said Section 7, a distance of
Comission and Board of Directors. Date Baton Rouge Standard Residential 50' One Side 4' North 3958.96 feet to the NW corner of the NW1/4, NW 1/4, Section 7, T-1-N, R-13-W All NG,q - _,
Signed, Denver Standard Residential 50' one side a' south and the Point of Beginning, containing 190.624 acres, more or less, subject to
' Great Lakes Minor Residential 45' N/A NIA N/A
an APBL easement and less and except a RIW for Cooper Orbit Road as shown on
Date of Ex �/ �U/ /" Date of Execution Name, Vermilion Minor Residential 45' N/A NIA NA
Re ides Minor Residential 45' survey by William R. Gipson, dated November 23, 1995. ''-'-- NIA NIA
ecuti n Signature L. R. PlanningCom mission Evengllne Minor Residential 45 NIA N/A !A
A
John Burnett, Trustee Avoyiles Minor Residential 45' N/A NIA N/A
Ladybird Minor Residential 45' N/A N/A N/A
Name & Title LITTLE ROCK PLANNING Hilllary Minor Residential 45' N/A NIA NIA
Comm SS ON APPROVED n I -
-- -
- - DATE:
4
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J)\\ 24" SS S
(By Others)
100 0 100 200
scale feet
ARAOZ
General Notes
1F Ground contours (2' intervals) are interpreted from aerial
survey. Elevation Source: PAGIS, M.S.L.
2.1AP lots having curved boundary fines are measured using chord
distances.
f3.1 Front building set -backs shall be as follows: 25' for residential
and minor residential; 30' for collector street; and 35' for minor arterial.
4. A 10 foot "no vehicle access" easement will be final platted along
(double -fronted lots along West Y.anis Road (minor arterial) as follows:
)_ot Nos. 248, 215, 214, 213, 195, 194, 193, 175, 161, 162, and 163.
5. ,(l 10 foot "no vehicle access " easement will be final platted along
double -fronted lots along Rushmore Drive (standard collector) as follows:
Lot Nos. 18, 19, 39, 40, 86, 83, 82, 61, 80, 77, 76, 75, 71, 69, 66. 65, 91,
J 60, 108,109,110,111, 112,113, and 114.
I
6. Vehicle access for single -fronted lots along Rushmore Drive will be
_ = permitted only as follows: Lot Nos. 87 and 88.
t _ 7. Storm drainage piping is shown hereon graphically in approximate
locations. Piping, inlet, and junction bo:c locations are subject to change
erased on final design of street grades. Where drainage easements are
shown, ditc itch -construction wii; Include Irn+r-flow concrete bottom paving.
All piping, inlets, and junction boxes will be contained within public street
ROW's and drainage easements.
8. Street continuance information signs per Section 31-202(d) of the Subdivision
and Zoning Ordinance will be provided at the project boundary lines on all street
stubs to adjoining property.
9. Minimum curb return and property line radii at arterial and collector street
\ intersections shall be a minimum of 31.5' All other street curb return radii shall
be a minimum of 25'. All property line radii at street ROW line intersections shall
be a ri.z'-.-..;m of 25'.
\ \ 10. Tract F as depicted hereon will be conveyed to the property owner of the land
\ east of and adjacent to said T -rt F following final platting of Phase I.
� � \ 11. Tracts D and E will be ulaizetf r open space and/or stormwsier detention
purposes. A portion of Trail D will be conveyed by final matting of Phase I to
the owner of the property eact of and adjacent to said Tract D for the purpose
\ of providing future street access.
12. Sanitary sewer easements shown herein are 10 feet in width. Storm drainage
easements depicted hereon are generally 10 feet in width except where greater
widths are required to avoid abrupt changes in ditch alignment.
1 13. All utility easements required for telephone, power, gas, and CATV will be determined
during final design of each development phase and final platted for each phase
in accordance with respective utility owner requirement.
LEGEND
Street CUfV2 d2t8
- - - - SEWERAGE BASIN DIVIDE
- - _ - _ _ - EXIST. ATV OR FOOT TRACK
R
T
D
L
1" - = DRAINAGE EASEMENT
438.86'
200.00'
13.0320
375.32'
-'0 _ SEWER EASEMENT
631.38'
100.00'
9.0429
198.35'
327.08'
100.00,
17.3102
194.10'
a -711-' STORM DRAIN PIPING SCHEMATIC
502.73'
100.00,
11.2349
197.42'
TREE/ VEGETATION LINES
1304.77'
400.00'
4.2328
776.26'
BUILDING SETBACK LINE
900.00,
841,94'
6.258
1353.74'
OF
st— DESIGN;
I.1C `-_
PRELIMINARY
PLAT FOR CAPITOL LAKES ESTATES
y
No.102
4'
CITY OF LITTLE ROCK
PULASKI COUNTY, ARKANSAS
PLATE 2 OF 3
DRAWN BY:
3.DEAN
DRAWN: 4)15196 REVISED:
REVISED:529195 REVISED:314f98
1213197
CIVIL DESIGN, INC.
OWNER OF RECORD
John Bumett
Trustee
J 15104 CANTRELL ROAD
FC
TITLE SOURCE:
46-8702• BOOK E, PG. 537
D. LITTLE ROCK, ARKANSAS 72212