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HomeMy WebLinkAboutZ-7919-A Map 2GRAPHIC SCALE 1"=100' 0 100 200 BASIS OF BEARING STATE PLANE COORDINATES ARKANSAS NORTH ZONE NAD -83 L S W ISI*I11 � 5 s a s s DOCK A (16) 20' x 30' SLIPS DOCK E (14) 24' x 40' SLIPS DOCK G (30) 24' x 40' SLIPS DOCK B (14) 20' x 30' SLIPS (14) 24' x 50' SLIPS DOCK H (17) 20' x 40' SLIPS DOCK C ( 5) 20' x 30' SLIPS DOCK F (22) 24' x 50' SLIPS (17) 20' x 80' SLIPS DOCK D ( 6) 20' x 30' SLIPS ( 8) 24' x 30' SLIPS F6, M6, y�WDICAPPARdIIJaDSIAII VANAOC SBIBHAIIDICAPDSI'AJL 16' ATTENUATOR (1) OBSERVATION O"'^'-+.,� 1.5' FROM NAVIGATION CHANNEL ARTIST r,._: TOWER onTUT 4•,,..:...w„_., L i -2 11 � 4 -2514./ VICC '�T�Y 1 1 IIS i aRi�oo�E LLo NOT TO SCA J f D_ 256 8 9 10 11 _ 12 i3 14' I I 1 2 1 3 4j { T LANDSCAPE d lE( END: DESCRIPTION SOUTHERN MAGNOLIA (MAGNOLIA GRANDIFLORA) 2" 868 (LIVE OAK (QUERCUS VIRGINIANA) 2" B6B EXISTING TREES CONCRETE SIDEWALK Lr �. DECKING LANDSCAPED AREAS RAMPS D SDUMPSTER CREENING W/ OVMER DEVEI.,OI'ER John Burkhalter 26 Collins Industrial Place North Little Rock, AR 72113 erRFAGE PER 40 SW1/4, NEI/4, SEC 1 1.1113 ACRES NEI/4. SWS/4. SEC 1 1.6691 ACRES NWS/4, SES/4, SEC 1 0.7286 ACRES SE1/4, NW1/4, SEC 1 7.8693 ACRES - - - - - - - - -- ELECTRIC LINE TOTAL 11.3783 ACRES 8'X50' TIE UP DOCK DIKE TRAIL BUILT TO CITY PARKS STANDARDS WROUGHT IRON AND PILLAR FENCE DETAIL TO MATCH BURDINO DESIGN NOT TO SCALE QUANTITATM DATA LEGEND 11.783 ACRES FOUND IRON PIN NUMBER O FIP SET IRON PIN - 1/2"REBAR WITH CAP • SIP CONCRETE MONUMENT O CM CENTERLINE OF ROAD - 20' RIGHT OF WAY 35' AREAS LOT LINES CDMMON USABLE NONUSABLE OPEN SPACE FENCE LINES ACRES 0.500 ACRES EASEMENT LINE - - - - - - - - -- ELECTRIC LINE E e SEWER LINE (5) 30' WATER LINE -W-W SLIPS SEA WALL oov0000000000 11 TOP OF BANK 18 8'X50' TIE UP DOCK DIKE TRAIL BUILT TO CITY PARKS STANDARDS WROUGHT IRON AND PILLAR FENCE DETAIL TO MATCH BURDINO DESIGN NOT TO SCALE QUANTITATM DATA PARCEL SIZE 11.783 ACRES BUILDINGS NUMBER USE AREA 4 COMMERCIAL 30.400 SF 4 RESIDENTIAL 57,600 SF 20' x 35' AREAS PRIVATE PROPERTY CDMMON USABLE NONUSABLE OPEN SPACE 11.783 ACRES8.830 ACRES 0.500 ACRES 25' WIDTH 2 1/2" ASPHALT OVER CLASS -7 OVER GEO-FABRIC 2% SLOPE -lb-- CONSTRUCTED ACCORDING TO ARKANSAS HIGHWAY AND TRANSPORTATION DEPARTMENT STANDARDS TYMCAL STRTWT DETAIL BOAT BASIN MS 0 0 SUPRA 11�C>ZM M SW CORNER LZ17LZ ROCKPJLASSI CO..AR I DOCK E�1. = �° `o ��•, _BANK _,._ _ - NO FUEL STORAGE 04 G`RDU \o LdNDSCAPE '.SCREENING. ---,- z I x _. _xr- - 1-1 " ©GATE TO BE CLOSED D n 45' ACCESS 100 YEAR DURING CORPS ISSUEv UTILITY ESM T y I ``LOOD WARNT BoSE�a OD PLAIN -VATION 252.00'ELE _,743 �/4 s °0010 `", °191P.� momJ DOCK I (16) 20' x 80' SLIPS Arc Length (16) 20' x 35' SLIPS W/15' DECK DOCK J (8) 20' x 35' SLIPS W/15' DECK (8) 25' x 100' SLIPS 91.17 (5) 30' x 100' SLIPS 53 (5) 30' x 35' SLIPS W/15' DECK BEACON TOWER OOC V -1K G RESTAURANT DOCK (4) 24' x 30' TRANSIENT SLIPS STORE DOCK (6) 8' x 15' TRANSIENT SLIPS (4) 24' x 30' TRANSIENT SLIPS RETAIL DOCK (4) 24' x30' TRANSIENT SLIPS (9) 24' x 30' TRANSIENT SLIPS z 2 2 2 2 16' ATTENUATOR (2) 1.5' FROM NAVIGATION CHANNEL BOAT 3ASIN 82 ATTENUATOR (1) 16' x 912' TRANSIENT ATTENUATOR (2) 16' x 1084'TRANSIENT 55 = --------------------------_-L 50 ____--------_-------------------- --- _ __ ___ ____ ___ __ __ 250 45 __ ___ __ _ 245 --------------- 240 35 -------- ______ ___ __235 _ -- ____ __ _ --- --___F-- ---�F -7 -------- -- ---- --- TYPICAL CROSS SCION DOCk v SUNRISE CHAPEL 60• CD 0 w W I • OD v Z .ems. H O w Crl U-1 LC) L J LL " U Z Q J O a Z .�� W OZ •� Z �+ cccc n I--1 A� > U) S W Ul C: > c > n7 N Y O Q T � Q) � r -I (O ti CJ O) E O 7 O 10 N � F. 1/2, REBAR 45' ACCESS 6 UTILITY ESM'T I' ISI :I .IL�llll�.•\I.� It) -: \ I : I . (1) I" \ 111-: \ l I" I .. •\ u 285. B6 "� l I _ 7� •� -Z' \ < 8FENCE TO BE CONSTRUCTED SIS °3'2 _ Efiti I �6 ALONG PROPERTY LINE s qq 6" 2q,,3ql I�. s £ I� EkI TIgILI �{ ,� �9ABE BIKE TRAIL BUILT TO CITY PARKS STANDARDS �- `��` 7 TJ ^F3- ;. rI�F� _- I ``I I11111IIIIIIIII• I .��Is TER cARNRV'E1%MACRiri 3C$OOL TA, LrrILE oxx FUR11C SCHOOL I a I AS SIGMA I I ° ...0 I"l I..\. ISI (•(�) \ l ..•\l"I�.•\\�.*\. •- Curve Label Deg Delta Min SEC Radius Length Arc Length Tangent Length Degree of Curvature Chord Length C1 20 41 3 274.00 98.92 50.00 20.9111 98.38 C2 58 28 22 89.33 91.17 50.00 64.1403 87.25 C3 25 53 50 173.98 78.64 to.00 32.9328 TYPICAL CROSS SCION DOCk v SUNRISE CHAPEL 60• CD 0 w W I • OD v Z .ems. H O w Crl U-1 LC) L J LL " U Z Q J O a Z .�� W OZ •� Z �+ cccc n I--1 A� > U) S W Ul C: > c > n7 N Y O Q T � Q) � r -I (O ti CJ O) E O 7 O 10 N � F. 1/2, REBAR 45' ACCESS 6 UTILITY ESM'T I' ISI :I .IL�llll�.•\I.� It) -: \ I : I . (1) I" \ 111-: \ l I" I .. •\ u 285. B6 "� l I _ 7� •� -Z' \ < 8FENCE TO BE CONSTRUCTED SIS °3'2 _ Efiti I �6 ALONG PROPERTY LINE s qq 6" 2q,,3ql I�. s £ I� EkI TIgILI �{ ,� �9ABE BIKE TRAIL BUILT TO CITY PARKS STANDARDS �- `��` 7 TJ ^F3- ;. rI�F� _- I ``I I11111IIIIIIIII• I .��Is TER cARNRV'E1%MACRiri 3C$OOL TA, LrrILE oxx FUR11C SCHOOL I a I AS SIGMA I I ° ...0 I"l I..\. ISI (•(�) \ l ..•\l"I�.•\\�.*\. •- Curve Label Deg Delta Min SEC Radius Length Arc Length Tangent Length Degree of Curvature Chord Length C1 20 41 3 274.00 98.92 50.00 20.9111 98.38 C2 58 28 22 89.33 91.17 50.00 64.1403 87.25 C3 25 53 50 173.98 78.64 to.00 32.9328 77.97 C4 11 12 18 512.16 100.15 50.24 11.1872 100.00 C5 1 05 1 37 1 23 14029.271 395.43 197.87 1.4220 395.27 F. 1/2, REBAR 45' ACCESS 6 UTILITY ESM'T I' ISI :I .IL�llll�.•\I.� It) -: \ I : I . (1) I" \ 111-: \ l I" I .. •\ u 285. B6 "� l I _ 7� •� -Z' \ < 8FENCE TO BE CONSTRUCTED SIS °3'2 _ Efiti I �6 ALONG PROPERTY LINE s qq 6" 2q,,3ql I�. s £ I� EkI TIgILI �{ ,� �9ABE BIKE TRAIL BUILT TO CITY PARKS STANDARDS �- `��` 7 TJ ^F3- ;. rI�F� _- I ``I I11111IIIIIIIII• I .��Is TER cARNRV'E1%MACRiri 3C$OOL TA, LrrILE oxx FUR11C SCHOOL I a I AS SIGMA I I ° ...0 I"l I..\. ISI (•(�) \ l ..•\l"I�.•\\�.*\. •- Curve Label Deg Delta Min SEC Radius Length Arc Length Tangent Length Degree of Curvature Chord Length C1 20 41 3 274.00 98.92 50.00 20.9111 98.38 C2 58 28 22 89.33 91.17 50.00 64.1403 87.25 C3 25 53 50 173.98 78.64 to.00 32.9328 77.97 C4 11 12 18 512.16 100.15 50.24 11.1872 100.00 C5 1 05 1 37 1 23 14029.271 395.43 197.87 1.4220 395.27 CERTIFICATE OF SURVEYING ACCURACY LEGAL DBSCIBIIP'TION Part of Lot "C" and Part of Lot "D" of the subdivision of the South fractional 1/2 of the minutes 21 seconds West for 172.59 feet: South 12 degrees 53 minutes 17 seconds West I. Robert D. Holloway, hereby certify that this plat correctly North fractional 1/2 of Section 1, Township 1 North, Range 12 West, lying South of the for 74,83 feet; South 20 de rees 45 minutes 4B seconds West for 179.82 feet: South 83 represents a boundary survey made by me and boundary m kers shown g hereon actually exist and their locations type and ma erial are correctly Arkansas River, and a part of Block 7 and Block 8, Garland Addition to the City of Little degrees 22 minutes 07 seconds East for 242.73 feet; South 87 degrees 07 minutes 02 shown. Rock, and that part of the abandoned street lying between said Lot "C" and Lot "D", and seconds East for 120.31 feet; North 85 degrees 27 minutes 38 seconds East for 443.12 said Block 7 and Block 8, Garland Addition, now In the City of Little Rork, all in feet; South 76 degrees 32 minutes 50 seconds East for 186.05 feet: South 19 degrees 48 Pulaski County, Arkansas, being more particularly described as follows: minutes 09 seconds East for 121.68 feet; South 81 degrees 53 minutes 54 seconds East for 25.92 feet: thence leaving said ordinary high water line South 08 degrees 06 minutes Commencing at a found iron pin at the Southwest Corner of the Northwest Quarter of the 06 seconds West for 62.71 feet to a set iron pin also being a Date of Exe _,ion t point on the West line of Lot RDBERT HLANDWAY North fractional 1/2" of Section 1: thence South 90 degrees 00 minutes 00 seconds East 5, Pope's 1000 Acre Grant; thence along said West line South 09 degrees 10 minutes 37 REGISTERED LAND SUR R for 1560.00 feet to a found i/2" rebar; thence North 01 degrees 50 minutes 43 seconds seconds West for 27.09 to a found 1/2" rebar; thence South 09 degrees 10 minute 37 N0. 83, ARKANSAS East for 88.58 feet to the a found 1/2" rebar also being the point of beginning; thence seconds West for 264.20 feet to a found 1" pipe on the North Right -Df -way line of the uI North 01 degrees 54 minutes 24 seconds East 194.60 feet to a set iron pin; thence North Little Rock East End Levee; thence leaving said West line along said North Right-of-way SURVEY CODE: �2q" 15 degrees 25 minutes 07 seconds East for 180.23 feet to a point on the ordinary high North 74 degrees 24 minutes 34 seconds West for 327.79 feet to a found 1/2" rebar: water line of the South side of the Arkansas River; thence continuing in an easterly thence South 15 degrees 43 minutes 26 seconds West for 44.00 feet to a said iron pin: THERE ARE PORTIONS OF THIS LOT INCLUDED IN THE 500 -01N -12W-0-01-420-60-0083 direction along the said ordinary high water line the following courses and distances: thence North 74 degrees 24 minutes 29 seconds West for 696.30 feet to a found 1/2' 100 YEAR FLOODPLAIN AS SHOWN ON FEMA FLOOD INSURANCE 500 -01N -12W-0-01-130-60-0083 North 80 degrees 27 minutes 13 seconds East for 48.62 feet: North 89 degrees 30 minutes raper; thence South 15 degrees 42 minutes 28 seconds West for 5.93 feet to a found 1/2' RATE HAP#0501810126 F. DATED 10/19/2001. 27 seconds East 82.62 feet; North 77 degrees 29 minutes 15 seconds East for 77.22 feet; rebar; thence North 74 deggrees 26 minutes 36 seconds West for 259.83 feet to the point 500 -01N -12W-0-01-240-60-0083 North 32 degrees 28 minutes 26 seconds East for 246.18 feet: South 25 degrees 31 of beginning containing 11.3783 acres more or less. I 500 -01N -12W-0-01-310-60-0083 UO 0 H In > U) L F ED (a 0 � o n = o W O \-I cc o " 1� 0 T -6 o C D) Y O U 0) m 4J Io 3 = no U '0 U In