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0 SANITARY SEWER MANHOLE
INV OUT 24' RCP IE)= 292 24' INV OUT 24-RCP (E)= 28P 91- '
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STORM MANHOLE GRAVEL m FIM 29193'
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N 14<143 53 ELEV 3,71 04: oon E 16TH ST
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FORCE MAIN / 2at4 ROCK ST II LITTLE ROCK qR—rELEPED 7=13 NEE'3Q96W 3750'(M)
SURVEY LEGEND I LITI LE ROCK AR II '2202 1 1a' SWEEMIDIvi:nE[ FND 5/B°REBAR-B2E/FX COR
-- CHAIN -LINKS FENCE Q-Computedpoint ?2206 II �y NB7YeLp 5g03'(M)
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. i Y ,y /SBd'55PB'E 5203' 48.87'{N-0i':
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(R)-Record EXIST LINCOLN AND
(P)-Plened I SINGLE �`- B `y _ \ - - - l/ \� - c • _ :L-� 65 -- .. ZIMMERMANS ADDITION
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609 E 111TH ST EXISTING .III n a RIM=295 02' ( :L22300pb0•Jp
LITTLE ROCK, AR ,2"I+ACKeERR••-:- - i SHED ��� '7' Iii - o 9 \ INV IN C' PVC(E1a25733'
1' ( EF:1A'N GAILA
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BLR07iG;T• NY1B'T824"W T4.67'LFQ ( II 34L20c'Ou0290 =' v 3•L30B00027p0 INV/O: AVC 00. 21JI .�`.
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m 34L20E0011400 iiirrr -
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COLEMANGABFIELLE %Tti.105p Sb •qrF� 3/l•L' ti 80BE16THST ��•' LOT 10 , �0111 FNQ BENT 3/4'PIPE
320 E21 ST �E 1L;]Ij I -.it ;' 1 l N I "% I1 LEt1 LITTLE ZOL LIT LL POCK AR 722os ` FLcV �3 1S, _ ry E:C: [+C7 • ROCK, - L lEX1571NG z ^ ~ w z I
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m NIR CW 11]i81�= 777FFF r� FIM=2
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0 ¢ FND 1/2'REBAR
N 14393s 25 O oL {_ rFNO MAG NAIL . IN\' OUT B"PVC IE) = 29' 21,
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1 PO BOX_S5804
TILE ROCK AR 72215 I SURVEY PLAT CODE:
500-01 N-1 2W-0-1 1-340-60-1573
A I B �. C .I s D I E
F
THE NORTH 1/2 OF LOT 3, BLOCK 406, DUVAL'S ADDITION TO THE CITY OF LITTLE ROCK,
PULASKI COUNTY, ARKANSAS,
NORTH 1/2 OF LOTS AND 2, BLOCK 406 DUVAL'S ADDITION TO THE CITY OF LITTLE ROCK,
PULASKI COUNTY, ARKANSAS.
LOT 7, BLOCK 405, DUVAL'S ADDITION TO THE CITY OF LITTLE ROCK, PULASKI COUNTY,
ARKANSAS.
THE SOUTH 1/2 OF LOTS 1, 2 AND 3, BLOCK 406, DUVAL'S ADDITION TO THE CITY OF LITTLE
ROCK, PULASKI COUNTY, ARKANSAS.
THE EAST 1/2 OF LOTS 7 AND 8, BLOCK 412, DUVAUS ADDITION TO THE CITY OF LITTLE
ROCK, PULASKI COUNTY, ARKANSAS.
THE EAST 1/2 OF LOT 9, BLOCK 412, DUVAVS ADDITION TO THE CITY OF LITTLE ROCK
PULASKI COUNTY, ARKANSAS.
LOTS 8, 9 AND THE WEST 37.5 FEET OF LOT 10, BLOCK 405, DUVAL'S ADDITION TO THE CITY
OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS, AND A PARCEL OF LAND LYING BETWEEN
BLOCK 405 OF DUVAL'S ADDITION AND BLOCK 405 OF LINCOLN AND AMMERMAN'S
ADDITION, ALL IN THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS DESCRIBED AS
FOLLOWS: BEGINNING ATTHE NORTHWEST CORNER OF LOT OF SAID LINCOLN AND
ZIMMERMAN'S ADDITION, THENCE SOUTH 150.0 FEET (P) (MEASURED S2"4B'21"W 150.15
FEET) TO THE NORTH RIGHTOF WAY OF EAST 21ST STREET (ALSO BEING THE SOUTHWEST
CORNER OF SAID LOT 2); THENCE WEST, ALONG SAID NORTH RIGHT OF WAY, 7.59 FEET
(MEASURED N87"47'03"W 7.59 FEET) TO THE SOUTHEAST CORNER OF THE WEST 37.5 FEET
OF LOT 10, BLOCK 405, DUVAL'S ADDITION; THENCE NORTH 150 FEET (P)(MEASURED
N2*IW01"E ISQ33 FEET) TO THE NORTHEAST CORNER OF SAID WEST 37.5 FEET OF LOT 10;
THENCE EAST8.46 FEET (MEASURED S86-37'02"E 9.09 FEET)TO THE POINT OF BEGINNING.
UU V UMCIY 1 J UJCU:
• BROOKS SURVEY JUNE 24, 2019, 34L2060003400
• BROOKS SURVEY JULY 31, 2018, 34L2060003S00
BROOKS SURVEY JULY 31, 2018, 3412060003000
• BROOKS SURVEY JULY 31. 2018. 341-2060003600
• BROOKS SURVEY AUGUST 28, 2018. 34L2060011200
BROOKS SURVEY AUGUST 06, 2018, 341-2050011500
■ BROOKS SURVEY JUNE 24. 2019, 341-2060002700
BASIS OF BEARINGS:
BENCHMARK(S) PROVIDED ARE REBAR AND COORDINATES ON BENCHMARKS ARE NORTH AMERICAN
DATUM 1953, ARKANSAS NORTH ZONE, US SURVEY FEET, GRID COORDINATES AND ELEVATIONS ARE
NAVD 193M, COORDINATES AND ELEVATIONS WERE ESTABLISHED USING GPS AND WERE PROCESSED
USING THE NATIONAL GEODETIC SURVEY'S •ONUNE POSITIONING USER SERVICE' (OPUS).
CERTIFICATIONS:
BY AFFIXING MY SEAL AND SIGNATURE, I GEORGE P. WOODEN, PS NO.1573, HEREBY
CERTIFY THAT THIS DRAWING CORRECTLY DEPICTS A SURVEY COMPILED UNDER MY
SUPERVISION ON NOV. 20. 2019.
THIS SURVEY WAS BASED ON LEGAL DESCRIPTIONS AND TITLE WORK FURNISHED BY
OTHERS AND DOES NOT REPRESENT A TITLE SEARCH.
THIS PROPERTY IS NOT LOCATED IN THE 100 YEAR FLOOD PLAIN. THE PROPERTY
SHOWN ON THIS PLAT IS LOCATED IN ZONE 'X• OF THE F.E.MA. MAP PANEL
051190457G EFFECTIVE DATE JULY 96, 2015.
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CONTENTS: F
BOUNDARY
TOPOGRAPHIC _
SURVEY g
4 PROJECT NO: ¢
19117 $F
DATE:
NOV. 2019
SHEET NO: s
V1.0
A
LEGEND
PROPOSED
ASPHALT
1
PROPOSED
a
CONCRETE
2
4
126.0'
EXISTI G
BUILDI G
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DUMPSTER
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1—: s--- 10'S.B.L.
3.0' Rs' �. • j ' — — — — — 10' S.B.L. & SEWER EASEMENT--------------------RSP
AHTD TYPE 3
HANDICAP
18.0' (TYP) . RAMP I
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2-STORY
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2-STORY
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AREA= 1,437 SF
•7,0' INV. IN S' PVC (S)= 267.31
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11 LF OF PROPOSED CURB
(MATCH EXISTING XSECTION)
_
14 LF OF PROPOSED CURB
PROPOSED CURB
NEW 24' DRIVEWAY
(MATCH EXISTING XSECTION) (M EXISTING XSECTION)
(MATCH
(SEE CLR DETAIL PWS4)
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NOTES:
1. CONSTRUCT AHTD TYPE 'A' CURB &
GUTTER IN ALL AREAS EXCEPT AS
NOTED ON PLANS.
2. PAVEMENT MARKINGS SHALL BE 4" WIDE
WHITE PAINT (PER AHTD STANDARD
SPECIFICATION SECTION 718).
SETBACKS
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CONTENTS:
SITE PLAN
4 PROJECT NO:
19117
DATE:
FEB.2020 j
SHEET NO:
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