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HomeMy WebLinkAboutS-1715-A Map 1CERTIFICATE OF OWNER m, Parcel Table Parcel Table yJ` .41 WE, THE UNDERSIGNED, OWNERS OF THE REAL ESTATE SHOWN AND DESCRIBED HEREIN, DO HEREBY CERTIFY WF THAT WE HAVE LAID OFF, PLATTED AND SUBDIVIDED, AND DO HEREBY LAY OFF, PLAT AND SUBDIVIDE SAID REAL Farce, c Area Parcel : Area o zs so' Too' PROJECT LOCATION ESTATE IN ACCORDANCE WITH THIS PLAT. LOT 1 10979.82 LOT 15 7198.89 � _ � ��/ DATE OF EXECUTION SIGN SCALE: 1" 50' p11�[�17 ED LOT 2 7722.$7 LOT 16 9485.07 = `aCiF °""' 1'�" `7 T.r,rn w:ru.m,vs � s NAM GENERAL NOTES: Q Q LOT 3 7715.26 LOT 17 9479.68 '�^ 3 tIt• ADDRESS/2 V•�Z¢ a 1. ALL EASEMENTS SHOWN ARE TO BE USED FOR DRAINAGE AND/OR : b ,� 4 t sT n T E of S' LOT 4 7715.22 LOT 18 7188.72 / ': -- ARKA AS 50URCEOFTITLE: INSTRUMrNTNo.2014062255 h /'¢ 23 UTILITIES EXCEPT AS NOTED. a t---_-----______.. % iJ 2. LOTS WITH ROUNDED CORNERS ARE MEASURED TO A POINT OF $ . `� e, "f' :yy E�' f01 LOT 5 7715.18 LOT 19 7610.42 ♦ R 9 WS REGI CERTIFICATE OF ENGINEERING ACCURACY INTERSECTION OF LOT ONES AND NOT POINTS ON A CURVE. ♦ ti ��� :'��" � LOT 6 7715.14 LOT 20 8719.26 3. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. p ; 1, RAYMOND HICKEY, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAT MADE BY ME, AND THAT \_ '�" 4� -� O r}-•N� 7 �'� ENGINEERING REQUIREMENTS OF THE CITY OF LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN LOT 7 7746.69 LOT 49 152936.00 4. ALL LOTS HAVE A 15' EASEMENT ACROSS THE FRONT ADJACENT TO THE 6 c <g O STREET RIGHT-OF-WAY. �Dr �+� cr COMPLIED WITH. 5. ALL LOTS HAVE 5' SIDE SETBACKS $ "- 'a a �e. �y No.7730 Gl,,�♦ ( LOT 8 8026.06 ROW PHASE i 70496.14 6. LOTS # 12, 13 HAVE REAR SETBACK OF 15' AGAINST ¢ _s g a, % OA D V0 t DATE OF EXECUTION SIGNED LOT 9 8312.Z2 TRACT 3A 18069.93 GREENSPACE. T1111fItHl�/,/j� RAYMOND CKEY, PROFESSIONA ENGINEER 7. RADII AT INTERSECTION OF STREET RIGHT OF WAY ARE 25.0' ```,\\"'N¢�(.jI.. T$... No. 773o ARKANSAS _ _ _ _ _ _ : LOT 10 8810.19 TRACT SA 25576.70 7 8. TRACTS 3A, 5A, AND 6 ARE PROTECTED GREENBELT AREAS EXCEPT FORVICINITY MAP o` STATE OF `'%,, CERTIFICATE OF SURVEYING ACCURACY ACCESS/UTILITY EASEMENTS AS NOTED - 0 a O ANS.A i LOT 11 8856.50 TRACT 6 37795.49 Point Table Northing Easting Description 171116,42 1180902.80 FND T 171122.18 1180743.29 FND R4 FPdnt 171125.71 1180594.38 SET CR4 171599.20 1180609.09 SET PK 171832.25 1180616.33 SET CR4 172451.90 1180261.31 SET CR4 166 172446.74 118D447.79 FND R4 167 172441.31 1180591.14 FND AXLE 168 172453,37 1180914.38 SET CR4 169 172429.63 1180943.85 SET CR4 170 171841.42 1180925.45 FIND R4 171 171331.92 1180755.84 SET PK 172- 172446.02 1180923.72 sEr PK 9. ALL LOTS WITHIN FLOODPLAIN TO HAVE ESTABLISHED FINISH FLOOR I, RAYMOND HICKEY, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY ELEVATION I'ABOVE BASE FLOOD ELEVATION _O.� s10N TYRE -� = MADE OR VERIFIED BY ME, ALL MONUMENTS REQUIRED ACTUALLY EXIST AND ARE CORRECTLY SHOWN LOT 12 9815.56 TRACT 7 3736.94 Cf1? j �- 20 HEREON AND THAT ALL SURVEYING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND SOURCE OF WATER: CENTRAL ARKANSAS WATER N= 07 13 7038.62 TRACT 6 8571.98 t REGULATIONS HAVE BEEN COMPLIED WITH. SOURCE OF WASTEWATER: L.R. WASTEWATER UTILITYSOURCE OF NATURAL GAS � CENTERPOINT %rl "'o O /�/7 SOURCE OF POWER ENTERGY, ARKANSAs ENERGY SET 1/2" REBAR W/CAP Z.9lpl`�o````�`` DATE OF EXECUTION: �� r " ' NAME: LOT 14 7157.28 UND O COMPUTED CORNER RAYMADCKEY, O FLOOD STATEMENT � COMPUTED CORNER(NOT SET) PROFESSIONAL LAND SURVEYOR 2017052597 RIGHT-OF-WAY `uq BY GRAPHIC PLOTTING, ACCORDING TO FEMA FIRM #05119CO316G, DATED IULY OVERHEAD UTILITIES \0%I IREG/ I" No. 1401 ARKANSAS � iNE CI RCZj�r., PRESENTED °an -MO °2 1721 PM RECORDED Dan -eon 02 38 57 PM 6, 2015, AND FEMA FIRM #05119C0312G, DATED IULY 6, 2015, A PORTION OF o` Sr CERTIFICATE OF FINAL APPROVAL n Official Records of Larry Crane Circuit/County Clerk THIS PROPERTY LIES IN ZONE "AE " WHICH HAS BEEN DETERMINED TO BE WITHIN - - - FENCE °c 3 o = A SPECIAL FLOOD HAZARD AREA. CENTRAL O = PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS, AND ALL OF THE CONDITIONS Of 5 /" t 'TT spy ' PULASKI CO, AR FEE $15.00 - - - ROADWAY CENTERLINE = ARKANSAS = APPROVAL HAVING BEEN COMPLETED, THIS DOCUMENT IS HEREBY ACCEPTED. THIS CERTIFICATE IS HEREBY_ 1.- 4 BASE FLOOD ELEV FROM FIS3ULY 6 2015 STUDY 05119CV002A lUT POWER/LIGHT POLE � '. ENGINEERING = EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS 1 G a j'• yq` uzss (M) MEASURED '%9P '44''c (P) PER PLAT /p�411^I ISIi11�``` SIGNED, t (1 L.R. PLANNING COMMISSION "rrI1111111 `1""" ` J� �Z PER - - BUILDING -ESETBACK LINE DATE OF EXECUTION S I 1 4 � ✓' �/ � � - - - - - UTILITY EASEMENT LEGAL DESCRIPTION A PART OF THE SOUTH HALF OF I HE SOUTHWEST QUARTER, SECTION 18, T-2-N, R-13-W, LITTLE ROCK, PULASKI COUM, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: N420! GREENSPACE COMMENCING AT A FOUND h" REBAR CAPPED W/D, BEING THE SOUTHEAST CORNER SE Y., SW SECTION 18, T-2-N, R-13-W; THENCE N EAST SIDE OF ALL 24' ROADWAY STREETS LS TO BE RESTRICTED NO PARKING 87"40'51" W A DISTANCE OF 331AT TO A FOUND CHISELED "X" IN CONCRETE SAID POINT BEING THE POINT OF BEGINNING: THENCE N S 87057'00" W A DISTANCE OF 159.57' TO A FOUND )4" REBAR; THENCE N 88°38'31" W A DISTANCE OF 148.96' TO A SETCR4; THENCE N INTERSECTION OF PINNACLE VALLEY ROAD AND WATERSIDE 01°46'46" E A DISTANCE OF 473.71' TO A SET PK/SHINER1401; THENCE N01°46'46"E A DISTANCE OF 233.16' TO A SET CR4;THENCE N APPROX FLOOD PLAIN DRIVE TO COMPLY WITH SIGHT DISTANCE REQUIREMENTS 01°46'42" W A DISTANCE OF 269.49' TO A POINT; THENCE N 42"58'32" W A DISTANCE OF 272.2l' TO A POINT; THENCE N 86°22725" W A DISTANCE OF 40.00' TO A POINT; THENCE N 49.38'36" W A DISTANCE OF 53.3770 A POINT; THENCE N 61°32'38" W ADISTANCE OF 53.66' v± TO A POINT; THENCE N 32"45'08" W A DISTANCE OF 61W TO A POINT; THENCE N 01243'30- E A DISTANCE OF 35.05TO A SET CR4; 0 THENCE S 88°24'56" E A DISTANCE OF 186.55' TO A FND t" REBAR; THENCE S 87°49'ST E A DISTANCE OF 143.46' TO FOUND AXLE; THENCE ISON CREEK DEVELOPMENT LLC N 87°51'49" E A DISTANCE OF 323.46' TO A SET CR4; THENCE S 51°08'37" E A DISTANCE OF 37.85' TO A SET CR4; THENCE S 01°47'32" W A DISTANCE OF 588.49' TO FOUND R4; THENCE S 01°4T32" W A DISTANCE OF 725.30' TO THE POINT OF BEGINNING CONTAINING 11.08 7 D FLOODWAY ZONED 1-2 ACRES MORE OR LESS. m II ' ,�, - I -- - 10.2 60.0 ' 0 I t _ NOl°46'4PW - 2159.49' r 0162 m NO1°46'45T-473.71' S� N01°46'46'E-233.16' NO1°4T02"E-113.83' -- - N01948'O5"E - 80.00 N0104737°E - 59.81' NO1°4T28"E - 68.40' N00°02'42"E - 95.02' m_ --1 Z Z 15' UTIITY EASEMENT TYP. I I - I 10' UTILITY EASEMENT -Q -A - c A o c 10' UTIL. EASEMENT ry o m N 8 ,` ; z I r m o 484055'55W 84.22 T LOT 12 w wPi I 1`14v n LOT 13 m w ; o ry m I n, -O O .-, • q 57' N m I ry�j LOT 14 LOT 15 LOT 16 I I rn I I LOT 17 LOT 18 g LOT 19 o MIN. FINSH LOT ZO / H m chi, z c FLOOR ELEV. TRACT 5A , CA o+ - 0 19• Z q MIN. FINISH MIN. FINISH 279.00 C ^= F 15' UTIITY EASEMENT TYP. I I MIN. FINISH FLOOR ELEV. FLOOR ELEV. yy Cilp FLOOR ELEV. , o ?�f ! / R=20.0' TYP. - zaa oD zez 7s zez.00 o, // 55.7 + I I I I / - - �. S24°02'20"W- 19.14' z 92 ti L 1 58.3 N69°� 12°W - 37.63' yy' / 0. , LOT 11 / �� - - -25' BLDG SETBAC - 26.0 �L - - •Y5`BEBG SE�B - i 36.g3, 18.35 471 569°OB'12°E-30.66' r-9 IW30"101-43.65' 60.00' S01°4T0"W - 80.05' Al°4T30°W - 80.23' 8.62' 2B'4 Cl l j6 4 110 9 ROW PHASE 1- u w�usrr CR NGT TRACT 3A No °4T3o"E-115.00'xgot WATERSIDE DRIVE 50' R.O.W. NOl° 47' 30"E a - N010 47' 30"E rn CIO `�� 55,2T' 7 10 1w d 262.27� 50' R.O.W. 164,10 " IZ 46 4 533T - 0 P i, p N01043'30"E - NF CD O C M o � 0-1 a yb a I CRq o O o C LL C C7 M w O O > 0 v W d W w O J Q w > n- of a m z in v, w ,-, , N � R y , � � y , ' U � J a ' W ��(� ///)1 LU d r4 yy' Y W W LLJ U Q Z , LLJ O SIC W 15 Q O C O W w v I U 4 J zo.m > J Z 47 / w a J N W O #167 0 - / Ind ade r :> V) F- W LU w a w LOT 49 of Ce / i Q / J eu- m > w rn U / w C Z Y Zug m O J N -a i 55:1T - - ` L=74.735, R=114.333 60.00' 1 60,00' 60.00' 60,0p• N0104T30"E - 39.37' 20.7 20.9 I, Ty & ORAINA.6e o- N23°0T00"E-11.62' srd \ CRD LENGTH = 73.41 I _ _MENT f \\ CRD BRIG = S23°20'28"W LOT 10 'ro _ _ _ 25' BLDG SETBACK _ v ti ,S�yti ylS NO104730T - 32.97- - - - - - - PI STA:2+6 .27 - - - - - - _ o� 3 \ -- 11513 s© �0 4=37.4520 z o��' / 35.6 / } ORTAIN,: 1, . f FASTING: 1 80,764.04 m / 10' UTILITY EASEMENT �. rZ �3j°11, \ 'r82.261 A27.631 _ 3 �� - 25' BLDG SETBACK J m o $ jai ti N m 8 y ' yy' Sp fp OAF 6RDDtENCTH 6°8Q840'E S01° 6°Vd-fY.l - . 20.4, O n ,� 5 b y o �, u; o, 7 3 LOT 1 y`° , _ } s O m/ LOT 8 ti LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 n LOT 2 r TRACT 6 '' - m MIN. FINISH .4 ^ m MIN. FINISH p ', SOJB N39° 09' 28"E w - MIN. FINISH z MIN. FINISH MIN. FINISH MIN. FINISH _^'. MIN. FINISH Z g = C�3 NDl° 02' ' LOT 9 FLOOR ELEV. FLOOR ELEV. FLOOR ELEV. FLOOR ELEV. y , WATERSIDE DRIVE _ - �Y_ _ 6.59 a 286.30 FLOOR ELEV. FLOOR ELEV. "mo FLOOR ELEV. 283.00 \4 h 286.50 286.30 / 136.78' TRACT 8 ze8.T0 2sD z 286 oD Z I / � \ CD SOl°47'32°W - 76.62' S9 _ ' / / •n 1�3't 25' BLDG SETB K a 5.9 -9 ,' / x 551°C837'E - 37.85' 120.11' S2.B0' 6C.09 60.00' 60.00 a;.00' 60.0 �/- 60.00' 55.60' ' `� ' / S39°0928"W - 6.58' z s 0 k LOT I o 501047 3 w - ns.3o' cc9s ' 4 /DO S01 4T32"W - 588.49' RON DEDICATION PINNACLE VALLEY RD ^ / LOWE ADDITI INST NO 2009050255 1 LOT 2 ' 48"RAW WATERLINE n n POB FND X ,4 f w LOWEAMMON 72" RAW WATER LINE INST. NO 2009050255 � / SOUTHEAST CORNER SOU SE 1/4 SW 1/4 / / SECTION 18 T-2-N, R-13-W ' `1 / �F 11.08 AC SE; SW } SEC 18, T-2-N, R-13-W LOTS 1-20, AND 49 STATE CODE 500-02N-13W-0-18-320-60-1401 TRACTS 3A, 5A, 6, 7, 8, DEDICATED ROW Curve Table: Alignments Curve # Radius Cord Length Chord Direction Delta Tangent CO 75.00 50.26 S560 4TO&O41 39.153 26.67 C9 75.00 58.47 S49° 1S O4.22"E 45.887 31.75 CIO 150.00 35.54 N50 W 42.22 W 13.607 17.90 Cil 150.00 90.04 N5° 3T 04.2TE 34.933 47.20 C12 150.00 36.64 N30" 11'08.05"E 14.029 18.46 C13 152.63 96,93 NIB° 31' 21.97°E 37.027 51.11 C14 150.00 103.11 N19° 03' 17.53E 40.206 54,90 (n U ko N z Q J 00 rr� N M V J -1 (14 U} Uj r Z C- N~N LU it VjN w 1) o Lu ca _~ - LLz�Z0Z NaLLQ Q Cl � m0 CJ Z JWa�� Yetm W z�OvN > x 7 LL Z O N - Z t < Lu . () " � , Z W z N~O W C9 z o-a U W OU w / z 7 z LU / J / U DRAWN BY ZR CHECKED BY RH DESIGNED BY RH DATE 2017-07-25 SCALE 1" = 50' PROJECT NO. 2012335 SHEET FP 1.0 S / 7t ,6