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S-1487-B Map 3
t 200' ... SCALE' PPM = Proposed PAGIS Monument IX) C'? - s�reremv xxe °�.aare,m mz 00 CY) w>,a:reromarMOro. ".axe-d=owa..I. Lf) HANDICAP RAMP CV O Z 22.6 E TYPICAL INTERSECTION Street ROW T�b J—� S88°29'11" E 1299.38' J ROAD Use edger here 3,. n4-1 2 _ pAILRC -L I 7E .o ALEXANDERI ROLL IS1 UPRIGHT ° CLASS 4 TYPICAL SECTION CLASS 3 CONC CURB & GUTTER 26' Back to Back i- dential WHISPERING DR 31' Back to Back Entibnoe Road - NAfCH i PROJECT LOCATION I PLEASANT HhL GEM , 2"ACHIM SC TY2 i I SHERRI MART IT Crushed Stone CL7 � A' Min - Compacted Subgrade TYPICAL SECTION - STREET » - 17PULA9KI CQUNTY.. .COUNTY LINE, 19 20 S#SLI © NTY..: (ery VICINITY MAP V) Y 'S - 1° = 2000' Pratt Real Estate LLC s x 12705 Alexander Rd ' Thornton, Pattie Y 275, o 1 C Alexander, AR 72002 t T2601 Alexander Rd a Rfiad - ' Elizabeth Elmore.A Rev Trust O 04044126 Alexander Road, AR 72002 - d 12220 AIexantler,Rd 200509714d " i r r ; 7 'Alexander, AR 72CO2 Alexander, AR 72002 :A i' 2011005660 9719601 / w All disturb area to be seeded _ 2, vdth in TWO Weeks after distured. i0 TYPICAL SECTION - NORTH DITCH/ / w =' t f , + V s ,' ,.; EX 8" Ductile Iron Water Line,,PPM N g S88 5 19 E 1307.22' "_, .T, d,..,. ,•>l�a �I O r n i' ' - 1/2' Rabat i EX 15' Water Llpe Easement — — Northwest Comer - _-_.._.— — — — — — — _11 S1/2F E1/4 NE1/4 — — — — — — — 4,2..__ _. 5'_-_..__. - .. -- :_. -.-7d_ — _ — — 97 Se Yon 17, - I - _ - 15' Drainage ase W Ditch � �j m � "�; Pulask Coun y, AR I �4j- 41 EN N rb nJ� N �r� N — — — — — — — — —A� o� �A ' . 75' 75' ' , 75' 75 .....� �Dc 75'� s' - \ 5' 1,9,0 0 rsO � 100.03 100'03' i —[� V A A�3J� I -'ba_ A(i J w O ^ �� ,o Cl- J W �OCUJ Ion, yO } ( 06 DA =18 AC I Cp � ^ n U_ All 1 I N ^ ii N� J t Vl Mkt V V'� IU \. Q = 22 cfs !' nJ ^ 1 100' ill- ¢ m 100' 100, I ^ �. f QIt�' coq� 105'I �1-10 100' 100"� 1 1 4 : Z o I ^ "If I^ in 100' ^ + in - Oita I V w I rb o 100' I^ U I 0 �� ^ , U � I^ I mlT , _ 00 _ ;g 105' it) I CO I I '-' 0 ' 100 � 102 ��� ^ J �� R p 1Do' M I `L I I I L s 2a O } i I to 100' 100' I co 1 ^ 1 105, 100, 10 102 39 1 lo � 100, 100' I ) 105' I 100' too' 100,—I ! I / I " I \ - 100' 100, 100' I t- I �^ I I I > O 4D 7° 4TW 183 81 106 J 100, 1 0' ion, / 'a?. r-yJ e 100' 100 PPM I� ° ° I �JCO a9 'I2 E �13r7,'�°06' ^ 104.22' j J / 1" SQ Bar I;l, '� ran r� o? Q I m (b rn - Northwest Corner I I Y ^ 't n rye -�/ SE1/4 NE1/4/ \'•,105, I I 100' 100' 100 or I ^ GD $ectlDTLi%,. 100' 100' '� T -N R-13-W i I Pulaski County, AR I^ I i r10o 1 �� I I ^ 0. ^+ N �� DOti Jo N \� ^ � " � � ^ \ lh I�- - 105' 'l I 100' 700' 100' too' / N go N Lo I n r' i n 100' I ^"� 3 I^ I RC� M S�{VE R MAP f b Mhlltins&Associates inc ^ I ( '' 100, 1 100' z 0 1d' •J I - t - j-------�� 711 Beaconsfield Rd 108 00 Lt.k 100' 1 iuo(� �} harwood,27848 AR 72120 I 1 F (C I D 1 �` I 104.97' -p27a48 /��� f1" rr' f` I Y� - I r . ` \s` ~ -- C, I —_^ ���� I I O �� Ca Ca t\ O. I CD 1d0' 100' 100' \ r s O I J 100, 40 ' t 0 100' 100' 105.08' _ 27'BBCURB_ _ ® � � ac1IRB _ 1W i _-1D0_ 1D0' 100, 10 ' , 100, o 1Da' M o5.os' n o 100' 00' CO' pp %1• I 100, Too, o v DA=6.5 AC � I �� j� n fig----- ��.r. � Q = 9 offs 6XI NG ANI Y SE " 10 105' 100'car c fI i100, On 105 100,E 0, ^ 100, 100' V r� I ci A r h r I I em um Around I Temp 7 n Around W fJ�^re Tom Arc EXISTING ANITARYSE R `�iO Q � 100' � �) I I 10 . I cc; 100. ^ rn 1 rj m I� M Per O 5, I d ryi? ^ f�CNIOJ m I I m 1 N p I ��6 I 0' 100, ^ 100' 100' ^ (b I n 100, I _ 100, 3 D'In co 01 100, in l I V \ �2'` 0 1 I 100' 100' ^ DA=1Q.5AC I� Q = 170s l� I ^ �R� �1� �, 1 ('D - I 74.39' - - 1 N8 my 1 $ — 105' 1 I 100' I ^ I ��`c Q �o� I in ' ^ rn J 100' tK ( 1 00' 1 1 100' 100, ^ 11 /\ 1D0' 10 o n�� o J V m I , I 0' I 100' , 100' I 100' i •J \ �S \ V� I in I I i'7n 21 (� '�•, 7.22' do I0' to 100' L_ 100' 100' �\ �� 7$ 75' 75'.,.. 75' 75' - _ 75' 75' S' 75' 75' / 65 9 2Z V o -- 25'Building. inc_ 71.78' a' Q lb O) � �,I - 30' Building Per N 1 124:6T_136_04'_��-7�� 75' Ely 8" DticileI on der L ne 75 '., _ J Pro poseRight of Wa 0' CL Ex p> 75' 89.3'-01 --� PM nvac'pa_ ence - - 248.44 cb --- J — — — - -- —_ EX 15' Water Line Easement o+++1 A I •) .1.,'C (� A r ` t PPM '3- - s)-i'5--94 - k 1" SQ Bar i r Southwest Comer i PLEASANT HILL ROAD ;KetchatgCydeANDsC 2EA54"CMPPC SE114 NE114 113OuailLane O I Minor C,oilect2r. Alexander, AR rw2 L = 38 LF W 2-FE ? co Section 17, } ? 60' R4W`� to Center r _ _. 5 r.amm H. Robinson Rev at ;. 2009040543� T-1-SR-13-W 2lensWithout Bike Lanes 1353PleasantHillRoad tZ Pulaski County, AR 36' B40k to Back Curb Alexander, exan r,AR72002 '� �yo0 Quail Subdi' (Sion Ph 1 NO DRIVEWAY ACCESS TO PLEASANT HILL ROAD Andrews, Gerald I Key, RriwELL[NO Marshall, Ma and Leanne 22QuailraAR / 2900 Percy Machin DR ( 13707 Pleasant Hill Rd I - / ne Alexander, AR 2 North Little Reck, AR f 7 Marshall Matt and Leanne - 99087652 / Alexander, AR 72202 # 13701 Pleasant Hill Rd / DA = 56 AC / 3 / I 20060e3796 aexander,AR722o2 Q= 49cfs I/' 2006003796 / PRELIMINARY PLAT kw�',5'Walk ... THE RIDGE ESTATES SUBDIVISION OF THE SOUTH ONE HALF OF THE NE114 NE1/4 AND THE DDDAT E SE1/4 NE1/4 °°DST ���� OAp4° ARK�NN AS SECTION 17, T-1-S, R-13-W RE IS PULASKI COUNTY, ARKANSAS ° ENGINEERAL April 17, 2013 a X No.1735�Po op49 a poOY D. =NDABOUT F fulNTF' 1 15-S _$ SHAD DAY IANE aft r17 1e LITTLE ROCK 20921 SHANNON HILLS NOTES: 1. Contours are scanned from Quad maps. 2. Contour interval is 10feet INFORMATION 1 Name of subdivision type: Residential Name of owner: Little Rock Municipal Property Owners' _ 1/2' Reber Multipurose Improvements District No. 2006 300 No east Corner Address of owner 1325 Harrison Street, Batesville, AR 72503 S1/' NE114NE1/4 Source of Title Instrument2012010892 Sec ion 17, Name of Subdivider First Community Bank Trustee of the District. - "dd - - ai1t� - e ' 1 a - - -i, o vide, Ai: 72GC3 T-1 S R-l&W Area of Subdivision 59.6 Acres+ Put ski County, AR Linear feet of new street: 8500 Radii at all right of way intersection is 25' A 20' x IStemporary hammer head turn around will be provided on all streets at the end of a phase. Number of Lots: 204 (1) Average size of lot: 8400SF (1) MInLIMUM lot size: 7000 SF Minumum house size. 1300 SF Source of water Central Arkansas Water Existing Concrete Bridge Wastewater: Little Rock Wasterwater Utility Span = 14' Clear Building setback - Residential Streets: Front 25' Rear 25' Side 7' Length = 24' Hdwlto Hdwl Building setback Vimy Ridge Road Front 35' Rear 25' Side 7 Height above FL = 5' Building setback Pleasant Hill Road Front 25 Rear 30' Side 7' No driveway access to Vimy Ridge Road or Pleasant Hill Road. All disturbed area to be seeded with In TWO weeks after disturbed AP Bi A.I Vimy Ridge Road '•�VJli dry. Alexander, AR 72002 DA = 18 AC O 0 = 22 cfs 1FI. Sub Station Road PRELIMINARY PLAT - LITTLE ROCK m CERTIFICATES - CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY Chris D Alenxander 2 Temah H. Alexander 12419 VlmyRidge Rd I, Troy D. Laha, hereby certify that this plat correctly represents a boundary survey Alexander; AR 72002 made or verified b me, all monuments required actual) exalt and are correct) Y Y y ro $ 02146868 shown hereon and that all surveying requirements of the Little Rock Subdivision o - -..-__ _ Rules and Regulation have been complied with. The plat has been surveyed and duly _ duly filed for record in the offices of the state surveyor and the county circuit x FIP under Asphalt clerk and recorded within the last seven (7)years. ur 2 Northeast Corner SE114 NE114 Signed, Section 17 - '-- T 1-N R-13-W Pulaski County, AR Date of Execution Troy D. Laha Kathryn Ann Cray Registered Professional Surveyor CD 12423 vmyRidge Rd No. 284, Arkansaa Q Alexander, AR 72002 O 8675304 FDA=65AC CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY WQ= 9cfs I, Troy D Laha hereby certify that this plat correctly represents a plat made by me, � and that the engineering requirements of the Little Rock Subdivision Rules and Regulations have been complied with. >_ 24 LF 18" RCP w HDWL Signed, 2iPabno Cases Andrade 12501 Vimy Ridge Rd >Alexander, Aft 72002 O 0507836 Date of Execution Troy D. Laha Registered Professional Engineer Nm 1735, Arkansas _omrio Cenales Andrade L1..1 1210 Vo Ridge Rd Ale07836 AR 7eWe U CERTIFICATE OF PRELIMINARY PLAT APPROVAL o5 o7s3s U - _, Q -- All requirements of the Little Rock Subdivision Rules and Regulations relative to the } .preparation and submittal of preliminary plat having been fulfilled, approval ofthis plat is hereby granted, subject to further provisions of said rules and regulations. James Matthew Huff 12607 Miry Ridge Road This certificate she'] expire AR 72002 Ou 021797e4 Signed, . Of i 0 s Date of Execution Name Z O Little Rock Planning Commission i f Existing Concrete Bridge -` f Span =14:61ear ' -- Tengttt-- 4'-HI�I to Hdwl Height above FL = 5' LEGAL DESCRIPTION: Marys coney 12503 Vimy Ridge Rd The 31/2 NE1/4 NE1/4 and the SE1/4 NE1/4 Section 17, T-1-S, R-13-W, Pulaski County, Alexander, AR 72002 Arkansas, more particularly described as: Beginning at the Northeast corner of said 20o9024016 S1/2 NE114 NE114; thence S02°12'39'W 657.88'to the Southeast comer of said QSWNE1/4NE1/4; thence S02°18'08'W1319,62'tothe Southeast corner ofsaid SE1/4 NE1/4 Section 17; thence N88°37'16"W 1315.94'to the Southwest corner of said O m SE114 NE114; thence NO2°20'30'E 1318,07'to the Northwest corner ofthe SE114 NE114 =- -- - Section 17, T-1-S, R-13-W; thence NO2°53'18"E 660.35'to the Northwest corner of the said W c S112 NE114 NE114: thence S88°35'19"E 1307.22'to the Point of Beginning. O (' c � Y Containing 59.60 acres, more or less. 0- �, m m This area is zone X not in the 100 year zone per Community Panel Number 0501810093 F �vro � 3 x map revised October 19, 2001. cu o `m mcr r o?°, CURVE DATA NO DELTA RADIUS TANGENT LENGTH DEGREE OF CURVE 1 88 28' 37' 150 146.48' 231.75 38' IT 50' Derrell Greene 12705 Vimy Ridge Rd 2 91 ° 28' 37 150 153.92' 239.49 38° 11' 59' Alexander, AN 72002 3. 90a 09 09' 150' 159 235,62' 38° 11' 50' 01 290257 DA = 10.5.AC 4. 90' 00' 00" 159 159 235.62' 38° 11 50 Q = 17 cfs / / 2 EA 2N' CMP L = 35' PHASE LINE ZZ � Curb and Gutter no E Sparks 911 East um Sheet' PUS Mils, v _ - / - Note. Curb and Gutter, ..Asphalt and Base Course to be removed after future sheet 90795 / Is open to caffrlc_ - 1-1 P onto e5r'Agp11 felt LOT LINE Southeast Corner SEXNE1/4 action 17, T-1-S R-13-W Pulaski Courtly, AR X 45' III CI I 1 I I i I I o I�M I � _ I -Q I Ah I I IT O 50, i I TEMPORARY TURNAROUND NTS N I� I� I� 2' 29.5' > VARIES i _J 2" ACHMSC TY 2 Saw Ex AspH U 2" ACHMBC TY 2 Pavt to neat I ne. SID e Edge Pavt - 0.24' White Stripe . �� 2. Concrete Curb & Gutter Ex Asph Pavl Profile Grade 7 S=3.8 /o -- Lane Jod 5' COnC Walk Solid 8" Min - CL-7 Base Cc rse-Compacted 100% Modified Proctor Density 8" Min - Compacted Subgrade 95% Modified Proctor Top Curb 0.62' Below Profile Grade 4" 2° Top Curb 0.24' Below Edge of Pavement TYPICAL SECTION - WIDENING �J VIMY RIDGE ROAD 16,, I 18" LAHA ENGINEERS, INC. TYPICAL SECTION 6602 Baseline Road Suite E CONIC CURB & GUTTER P. 0. Box 190251 VIMY RIDGE ROAD Little Rock, Arkansas 72219 501-565-7384 Fax 501-562-5467 CLR=150' OUTSIDE_ INTER DESIGNCAD21(/PHASING24-54_1 e-mail: lahaengrls@asbcglobal.net P