HomeMy WebLinkAboutS-1649-B Map 59
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N W POB LOT 5 N89°45 50"W 558.93 o Q GBO C & FRANCS: MARTIN
E o ��gjCyTE OP pgffii1vIQ tARY PLAT APPROVAL a s c o �_ j ZONED C-3
C�tTIFi�'�TE OF F? S'JR`JEYBJG Al,;;iA� '
No o All requirements of the Little Rock Su'tidivision Rulas a d Regul Hors Q I, Robert D. Holloway, hereby certify that this plat correctly r
m relative to the preparation and submittal torantedlisub�jectptot urthebeen Z ^ and boundary markers shown represents a boundary survey made and
rn orr fulfilled, approval of this plat is hereby g N O'00'00"E
i Z N90'00'00"E provisions of said rules and regulations: This certificate shall expire on hereon actually exist and their locations, ty a material are
L 598.63' 878.30' 18" DIA PRECAST SPHERE 12" CIA PRECAST SPHERE filed for record in the offices of the state sur or4ahe'F.1"PIPE PRECAST CONCRETE CAPL F.1'PIPE Chairman, Little Rock SE COR,SWI/4,NE1�4, METAL FENCE U11111PANELSOLLOU SE COR,SWI/4,NE1/4, Date of Execution Planning Commission SEC.3,ML.CO..AR ate of Execution ROBE T DANSA
REGISTERED LAND SURr
SEC.3JVL.CO•,AIt NO. 83, ARKANSA5
rd
ACREAGE PER 40
(n SE 1/4. NE 1/4. SECTION 3 5.742 ACRES
m TOTAL 5.742 ACRES
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LINE OF
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OF WAY
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LINES
-- X
X -ENT
LINE
RIC LINE
E
E
LINE
o..
LINE
W
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36'-
BC TO BC
SOLID r
SODDING ao SIGN 1
a
c
OLID
EDGE OF PAVEMENT
32'-
" PAVEMENT
DDING
-2 -0"
CC m 11 BRICK
3" ASPHALT
PROFILE GRADE
CLASS 3 OR 4
/CURB 6 GUTTER /WEARING SURFA
E 2% SLOPE
---
3 13MpX
TYPICAL PENCE DETAIL
/I
MAk
�- 9" CLASS 7 BASE COURSE AT 100%
MODIFIED PROCTOR DENSITY
GENERAL NOTES OVER GEOTECH FABRIC
I,IN AREAS TO RECEIVE BITUMINOUS PAVING, CONCRETE DRIVEI
TO A DENSITY NOT LESS THAN 95% OF MAXIMUM DENSITY OBT,
2 FOR CORETE
SUBGRADESSHALL OF UBERCOMPACTED ADE RTOIANDENSITY TO EOFE90%NCMAXI
3. CRUSHED STONE MATERIAL IN EACH COURSE SHALL BE COMPAC
4. CENTERLINE PROFILE WILL REOUIRE HEIGHT GREATER THAN C
5. THICKNESS SHALL BE DETERMINED BY SOIL TEST AND PAVEME
TYPICAL sm
COMPACTED SUBGRADE
AT 95% MODIFY PROCTOR DENSITY.
;D AT OPTIMUM AND
MOISTURE CONTENT.
SAASHTOHALL ETCO8PO�CTED
DEWALKS.
.(AASHTO T-180)•
TO A DENSITY OF 100% MAXIMUM (AASHTO T-191).
FORSOME STREETS TO MAINTAIN 2% MINIMUM CROSS -SLOPE.
DESIGN IF REGUIRED BY DEPARTMENT OF PUBLIC WORKS.
r DETAIL
SYM FLANj�,.��� �E �, u1 VALLEY
h EL V ALE L
LOT 5
U'I'rd lE R®CKt r1���J]�C.']f���j ]�[�7[[ C01
NO ]GlV1i11DER 4y
ZONED C-3
l Deyysch on -Lot 5
Lands Iinin theOu
Range I West, Pulaskitheast County, Arkansas more114 of theheast particcu
Commencing at a found 1 pipe at the southeast corne
thence North 90 degrees 00 minutes 00 seconds East E
mimites 00 seconds East 350.59 feet to the point of
minutes 07 seconds East 444.69 feet; thence South 8�
276d46 feet; thence South DO degrees 14 minutes 07 .
degrees 45 minutes 50 seconds West 279.46 feet to tf
scr s more or less.
Less nd except the f^]lowing Right or Way Dedication
Commencing at a found i pipe at the southeast corne
thence North 90 degrees 00 minutes 00 seconds East !
minutes 00 seconds East 350.59 feet to the point of
minutes 07 seconds East 444.69 feet; thence South 8
279.46 feet; thence South 00 degrees 14 minutes 07
degrees 45 minutes 50 seconds West 279.46 feet to t
acres more or less.
Legal Description -Lot 6
Lands lying in the Southeast 114 of the Northeast G
Range 13 West. Pulaski County, Arkansas more partic
Commencing at a found i pipe at the southeast corr
thence North 90 degrees 00 minutes 00 seconds East
minutes 00 seconds East 349.44 feet to the point of
minutes 07 seconds East 444.69 feet; thence South E
279.46 feet; thence South 00 degrees 14 minutes 07
degrees 45 minutes 50 seconds West 279.46 feet to i
acres more or less.
Less and except the following Right of Way Dedicatio
Commencing at a found ] pipe at the southeast core
thence North 90 degrees 00 minutes 00 seconds East
minutes 00 seconds East 359.44 feet to the point o
minutes 07 seconds East 60.00 feet; thence South 8
feet; thence South 00 degrees 14 minutes 07 second
45 minutes 50 seconds West 279.46 feet to the poin
or less.
CERTMATE OF OWNER
We. the undersigned, owners of the real est
do hereby certify that we have laid off, pl
hereblay off, plat and subdivide said rea
plat.
Date of Execution Riche
9800
Nortf
Source of Title: 2009045701
Inst^ument No.
esents a boundary survey made under my supervision
my supervisio,i and boundary markers shown
rrectly shown, The Dlat has been surveyed and duly
vAcircuit clerk within the last (7) years.
CERTIFICATE OF pRELEm iARY ENGII MMO ACCURACY
I, Robert D. Holloway hereby certify that thi=ROBERTD.
represents a'plan made by me and that the engof
North Little Rock Subdivision Rules and Regulp is
0- lyq-,D
Date of Execution Y
REGISTERED PROFESS]
ENGINEER NO. 2335.
General Notes:
1. There will be approximately 559 feet of new road construction
2. No designated wetlands lie on the Property.
3, All Lots will be tied to the Little Rock Wastewater Sewer Systems and Central Arkansas Water.
4. All disturbed areas to be seeded, fertilized, watered and mulched.
5. All disturbed areas must be sodded, One 1-1/2" tree per every 2 units. Six i-gallon shrubs per unit.
6. All new streets shall have street ligghting and signage per Little Rock Standards.
7, All first floor finished elevations tD be minimum 1'-0' above the 100 year flood elevation,
B. All driveways in the right of way shall be paved concrete, all drain pipe In the right of way to be RCP.
9. All dumpsters to be within a brick, gated enclosure.
10, All future phases and street/infrastructure improvements to be completed as each lot is final platted.
It. An 80' diameter temporary gravel turn -around shall be provided at the end of each phases of
roadway construction.
12. There are 209 total parking spaces, 10 ADA spaces.
VANACCESSIDLE
HANDICAP DBTAIL,
TYPICAL PARKING
SURVEY CODE:
THERE ARE NC
100 YEAR FLC
RATE MAP#05C