HomeMy WebLinkAboutS-1585-B-1 Map 1AFE7Y KLEEN r� 8000 FRAZIER PIKE HOLDINGS
PARCEL 4 FIP 1/2 ARCEL ID 24L0140102302
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FND AGITALBUILDING 1,026,963 SQ.r I.
97 51,834 S.F. 23.58 ACRES Gs EXISTIN49.00 <610,
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N1° 24' 43"E 150.00' i ° I 44,646 �� I
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_.._ / LOT 1 /I / I 91 EXISTING GUARS rn 1J,
I \ \ N\ C2 I `p 521,794.13 SQ.FT. I- / / I I BUILDING SHACII( < I I w I
\ \ \ \ 1 1 11.98 ACRES I / j I 138,486--Ji 1 I (� $ N87° 51 13"W 299.b0 rl I
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_ I II I PROPERTY DESCRIPTION
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S110 13' 32"E 193.66' I I1 A TRACT OF LAND IN THE SOUTH HALF OF SECTION 15, AND IN THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15, AND IN THE SOUTHEAST QUARTER OF SECTION 16, TOWNSHIP 1 NORTH, RANGE 11 WEST, PULASKI
COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF SAID SECTION 15; THENCE RUN NORTH 01 DEGREES 14 MINUTES 57 SECONDS EAST, 59.88 FEET TO THE NORTH RIGHT OF WAY LINE OF FRAZIER PIKE; THENCE NORTH
87 DEGREES 51 MINUTES 13 SECONDS NEST, ALONG THE NORTH RIGHT OF WAY LINE, 1257.56 FEET AND THE POINT OF BEGINNING; THENCE NORTH 87 DEGREES 51 MINUTES 1 SECONDS WEST, ALONG THE NORTH RIGHT OF WAY LINE, 744.96
FEET; THENCE LEAVING SAID RIGHT OF WAY LINE, NORTH 02 DEGREES 06 MINUTES 26 SECONDS EAST, 1166.06 FEET; THENCE NORTH 88 DEGREES 29 MINUTES 31 SECONDS NEST, 94-4.09 FEET TO THE EAST RIGHT OF WAY LINE OF THE LITTLE
ROCK PORT RAILROAD; THENCE NORTH 01 DEGREES 38 MINUTES 39 SECONDS EAST, ALONG SAID EAST RIGHT OF WAY LINE 1,161.26 FEET TO THE SOUTH RIGHT OF WAY LINE OF LINDSEY ROAD; THENCE NORTH 78 DEGREES 43 MINUTES 41
SECONDS EAST, ALONG SAID SOUTH RIGHT OF WAY LINE 782.24 FEET; THENCE CONTINUING ALONG SOUTH RIGHT OF WAY LINE, ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 1969.86 FEET, A CURVE LENGTH OF 430.72 FEET, AND A
11 to o I ' 1 I I rn CHORD BEARING AND DISTANCE OF NORTH 72 DEGREES 27 MINUTES 51 SECONDS EAST, 429.86 FEET; THENCE CONTINUING ALONG SOUTH RIGHT OF WAY LINE NORTH 66 DEGREES 12 MINUTES 01 SECONDS EAST, 94,66 FEET; THENCE LEAVING
1 to o I ' I G 11 1 w I I I SAID SOUTH RIGHT OF WAY LINE, ALONG A NON -TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 50.02 FEET, A CURVE LENGTH OF 90,19 FEET, AND A CHORD BEARING AND DISTANCE OF SOUTH 14 DEGREES 32 MINUTES 51 SECONDS
WEST, 78.46 FEET; THENCE SOUTH 37 DEGREES 06 MINUTES 09 SECONDS EAST, 960.28 FEET; THENCE SOUTH 81 DEGREES 55 MINUTES 06 SECONDS EAST, 152.30 FEET; THENCE SOUTH 01 DEGREES 53 MINUTES 44 SECONDS WEST, 1837.18 FEET
I y IN mlt i kJl LOT 2 I I I To TO THE POINT OF BEGINNING.
N 1 1 1,160,822.78 SQ.FT. IZ o l t 'I n o I °
1 1, o f 1 N 26.65 ACRES III co
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11 !1L1 111 1 111150' I i GENERAL SURVEY NOTES
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L UTILITY NOTE: ONLY PART OF THE ABOVEGROUND UTILITIES SHOWN HEREON HAVE BEEN LOCATED BASED ON FIELD OBSERVATIONS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL
SUCH UTILITIES IN THE AREA. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS
ACCURATELY AS POSSIBLE. THE SURVEYOR DID NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. A ONE -CALL UTILITY LOCATE WAS ATTEMPTED FOR THIS PROPERTY.
—
N, 2. THIS SURVEY IS VALID ONLY IF THE DRAWING INCLUDES THE SEAL AND SIGNATURE OF THE SURVEYOR.
1 \
1 N 11) "`�� ! I 3. THIS SURVEY MEETS OR EXCEEDS CURRENT ARKANSAS STATE MINIMUM STANDARDS FOR SURVEYS OF THIS TYPE.
4. SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT EXAMINED OR CONSIDERED AS A PART OF THIS SURVEY. 5. ALL AREAS OF ASPHALT AND CURB & GUTTER ARE IN 'GOOD' CONDITION UNLESS OTHERWISE NOTED. SOME AREAS WERE DISTURBED, BROKEN, OR COVERED WITH DEBRIS AT THE TIME OF THE SURVEY.
j I I 6. THE SURVEYOR DID NOT OBSERVE EVIDENCE OF CURRENT EARTH MOVING WORK, BUILDING CONSTRUCTION, OR BUILDING ADDITIONS ON THIS SITE.
1, THE SURVEYOR DID NOT THE SURVEYOR OBSERVED NO EVIDENCE OF SITEEVIDENCE OF PUSE AS AROPOSED H',OLID WASTE DUMP, SGES IN STREET UMP, OR GHT OF SAANITARY LANDFI RECENTNES AND STREET OR SIDEWALK CONSTRUCTION OR REPAIRS,
SECTION T6, T-1-N, R-11-W I 9. NO WETLAND DELINEATION OR DETERMINATION WAS DONE A`, PART OF THIS SURVEY.
/ I 10. THIS SITE HAS PUBLIC RIGHT-OF-WAY ACCESS FRAZIER PIKL ON THE SOUTH AND LINDSEY ROAD ON THE NORTH AS SHOWN HEREON.
1 SECTION 15, T-1-N, R-11-W I 11. THERE ARE NO ENCROACHMENTS ONTO ADJOINING PREMISES, STREETS OR ALLEYS BY ANY BUILDINGS, STRUCTURES OR OTHER IMPROVEMENTS LOCATED ON THE PROPERTY, AND NO ENCROACHMENTS ONTO THE
_- _. PROPERTY BY BUILDINGS, STRUCTURES OR OTHER IMPROVEMI NTS SITUATED ON ADJOINING PREMISES.
12. THERE WAS NO EVIDENCE OBSERVED DURING THIS SURVEY OL ANY CEMETERY, BURIAL GROUNDS, OR INDIVIDUAL GRAVE SITES.
LR PORT AUTHORITY 111 I 11 UU 1 11 \ ' ' III I 13. THERE WAS NO EVIDENCE THAT THERE ARE PARTY WALLS LOCATED ON THE PROPERTY OR DESIGNATED BY THE CLIENT AT THE TIME OF FIELDWORK.
1 1 1 1 1 I 14, THERE WAS NO EVIDENCE OR TITLE PROVIDED SHOWING ANY OFFSITE EASEMENTS OR SERVITUDES THAT BENEFIT THIS PROPERTY.
PARCEL
24LO140103800 1 11 11 1 �F1t / Ic
1 1 11- 40- PROJECT INFORMATION
BUILDING SETBACK: FRONT = 50' OWNER/DEVF-0I 8000 FRAZIER PIKE HOLDINGS, LLC.-
1 ZONE X SHADED FIP 1/2IN BENT REARINTERIOR25' = 30 FAYE TEVDIF, A2 HAPPY ARR0727RD.
1
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-- LEGEND LINEWORK • SET IRON PIN
- ` OVERALL SITE AREA: 69.45 AC SITE ENGINEER: CRAFTON TULL FIP //2IN -, ZONING: I-3 THOMAS HENNELLY P.E. FOUND MONUMENT (AS NOTED)
PROPERTY USAGE INDUSTRIAL SUBDIVISION 4058 N. COLLGE, SUITE 300
1 1 1 PROPERTY LINE
1 1 ) 1 _ PHONE: 479.455.9090 EASEMENT
LOT TOTAL LOTS 1-4, TOTAL - 4 LOTS FAYETIEVILLE, AR 72703 CALCULATED POINT
STORM WATER --------- -------- 0 FOUND IRON PIN (AS NOTED)
-Y - Nl° 3B' 39° 11__ STORM
SURVEYOR: (XtAFTON NLL EDGE OF ASPHALT ------- LIGHT POLE
I - - NICHOLAS TUCKER P,S. CONCRETE - - - - - - -
1000 SPIRIT REALTY LP -- CONWALEDGELA 03 RIVE ROAD CENTERLINE - -
LQ POWER POLE
CERTIFICATE OF PRELIMINARY CERTIFICATE OF PRELIMINARY 4PARCEL PHONE: 501.328.3316 CHAIN LINK FENCE -- Q TELEPHONE PEDESTAL
SURVEYING ACCURACY 24LO14O1 17001 =�� CERTIFICATE OF PRELIMINARY
ENGINEERING ACCURACY Q RIGHT-OF-WAY
PLAT APPROVAL ® ELECTRIC JUNCTION BOX
I, NICHOLAS TUCKER. HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE OR SEWER LINE - ss - --- ss —
VERIFIED BY ME, THAT ALL SURVEYING REQUIREMENTS OF THE STATE OF ARKANSAS AND CITY OF 11711E ROCK I, AT ENGINEERING
A. INGPETREQUI HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAT MADE BY ME, AND ALL REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS RESTIVE TO THE PREPARATION f� BASIS OF BEARINGS BACK OF CURB LINE -- --------- O SEWER CLEANOUT
THAT ENGINEERING REQUIREMENTS OF THE LI1T.E ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN
SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH AND A COPY OF SAID BOUNDARY SURVEY COMPLIED WITH. AND SUBMITTAL TO A PRELIMINARY PLAT HAVE BEEN FULFILLED. APPROVAL OF 71iS PLAT [S HEREBY GRANTED, OVERHEAD ELECTRIC ___0HE OO SANITARY SEWER MANHOLE
HAS BEEN DULY FILED FOR RECORD AS REQUIRED. SUBJECT TO FURTHER PROVISIONS OF SAID RULES AND REGULATIONS. THIS CERTIFICATE SHALL EXPIRE: STATE PLANE COORDINATES -_
ARKANSAS NORTH ZONE, NAD 1983 UNDERGROUND EL ccT GAS METER
DATE OF EXECUTION DATE OF EXECUTION U.S. SURVEY FOOT UNDERGROUND ELECTRIC == cce =-Y
ARKANSAS REGISTERED PROFESSIONAL ARKANSAS REGISTERED PROFESSIONAL "Tot n'�l" BEARING: GRID DQ GAS VALVE
EXISTING BUILDINGS
LAND SURVEYOR NO. 1755
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J E S S 10
Q4,•' STATE OF '••'C
ARKANSAS iJ3
.' NO, 1755 : G
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C2 SIGNATURE W ' C
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ENGINEER NO. 13217
rr ARKAN�AS
REGISTERED
PROFESSIONAL
ENGINEER
No.13217 O�
DATE OF EXECUTON
NAME, LITTLE ROCK PLANNING COMMISSION
CURVE TABLE
CURVE /
LENGTH
RADIUS
DELTA
CHORD DIRECTION
CHORD LENGTH
C1
87.61'
54.45'
92'11'40'
SIV 32' 51-W
78.46'
C2
405.71'
1969.89'
11.48'02'
472' D6' 02-E
404.99'
C3
25.01'
1969.89'
0°43'38'
1478' 21' 52-E
25.01'
DISTANCE: GRID CENTERLINE RO/D - Da WATER VALVE
COMBINED SCALE FACTOR:
1,00005220f690' FLOODPLAIN LINES FIRE HYDRANT ASSEMBLY
CQNVERGEN.CL AWIL PLSS LINES --.- --..
-0° 06' 09.99069078' - OD STORM MANHOLE OR INLET
**VALUE TAKEN AT P.O.B. OF THIS SURVEY** ❑E ELECTRIC PEDESTAL
FLOOD ZONE NOTE u EXISTING SIGN
BY GRAPHIC PLOTTING ONLY, THE PROPERTY SHOWN ON THIS SURVEY IS WITHIN ZONE X, ZONE X BEING AREAS DETERMINED ❑ CATCH BASIN OR GRATED INLET
TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN, AND ZONE X SHADED, ZONE X SHADED BEING AREAS OF 0.2% ANNUAL g HANDICAP PARKING
CHANGE FLOOD AND BEING PROTECTED BY LEVEE, AS PER FEMA FIRM MAP COMMUNITY PANEL NUMBER 05119CO483G, DATED
JULY 06, 2015, BASED UPON SURVEYOR'S INTERPRETATION OF THE LOCATION OF THE FLOOD HAZARD BOUNDARY LIMITS IN
RELATION TO THE PROPERTY LINES.
10825 Financial Centre Parkway, Suite 300
Little Rock, Arkansas 72211
4 Grafton Tull
® engineering I surveying
501.664.3245 t 501.664.6704 If
www.craftontull.com
CERTIFICATE OF AUTHORIZATION: ,,:
o..........
`i CRAFTON, TULL&
'_ ASSOCIATES, INC. ➢i'
d - No.109 O
Ap EEP
KANSAS
unu„ ,,,,,oa,an••
GRAPHIC SCALE IN FEET
100' 0 100'
PORT 440 INDUSTRIAL
LITTLE ROCK, ARKANSAS
eY PIC ^.
R
1 •� PRO CATION
No, Descnption Dole
This document, and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of Crofton, Tull & Associates, Inc., and is not to be
used, in whole or in part, for any other project, without the
written authorization of Crofton, Tull & Associates, Inc.
91FtUCTION
PROJECT No: 21300400 GOC� RF`
IssuE DATe 08/16/21 4F, THIS 1�
CONTACT: T.HENNELLY DOCUMENT IS N
CHECKED BY: z0 PRELIMINARY IN
: NATURE AND IS NOT
PRELIMINARY m A FINAL, SIGNED o
PLANS AND SEALED
DOCUMENT a°
0 2021 Crofton, Tull &Associates. Inc,
°' Nollanais�
PRELIMINARY PLAT
C 101
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