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Home My WebLink AboutZ-9375-A Map 1CIMH RIM=NO TOP INV-100% SILTED wv NORTH 02°09'51" EAST tl 4.81' CONCRETE SPILLWAY DIRECTLY OVER PIPE F. -N 6011P[ —� FL w.M2u FL Our WAD WE gUN x VPM y—V 0904"M PRO" r /.auPla i .- al Sl0PE5 L SS F- 8' DNG tl 11 -. Erb' FL 1N•2l7.7O R W17.]er.!6 W15 RAP MABELVALE CIRCLE _ VIV q 9p4t& ersrm- EAST la.17' � / wry-` —• '�.-.-�FH +ti'q'�� _ I WV gRIMH RIM=27o.51' 11 INN: 265,32' I 1. dot oyl h 1 115 L.F. 187 HOPE W/FES 11 1, gyM + EACH END 00.5 FL IN-269.27 FL OUT-26d75 1 I+ W/4 S.Y. RIP RAP O DISCHARGE II CIMH -♦- STORMWAIER CI Ir411 265-87' BA91N NOON 1 1 1i1 �969�74 rEXISTU,�Q a-. �1 -Am.-�-I6, -�-r- -- -- - — — — -- — --- E DGE OF GBdV® TREE LINE 5.469 ACRES± -2019 �rI 07- 1 ' I m I I I t 1 r , IRLL OYllfl 1 . �r �� ' � NORTH BB°04'S3" p'E3T 414.13' F� SIORNWATER DETLNnON NO 2 LV d� WAIN r PLSIm 19 IOT 7 C .+ YIiF'.I'aLt PI@7 ON Know what's below. Call before you digl: z J SD. 1 IA, 5 o, L • P.Dp I' .Im �T- ova TURNDOWN DETAIL N it Dc eom vArs mew EL.•R69.9v le Y R SA' 6A' 16A' 6.0' SD' Mom4N' - a e.i.lpx•�iti IG Ku �e[�nw M w mvi acan >x mw•nrn m ssz rr.r uwn SIDE VIEW DETENTION POND NO. 1 SPILLWAY LITTLE ROCK BOARD OF ADJUSTMENT APPROVED, SUBJECT TO THE CONDITIONS AS NOTED IN THE BOARD OF AD uSTM NT a MINUTE RECORD DA i EU Z W � BY: DATE- _ g,� wI . FLOOD STATEMENT The subject property lies within a floodplain and is zoned AE havingthe published BFE 273.5 according to City of Little Rock Community Number 050181, Panel 05119CD442G having an effective date of July 6, 2015. Proposed building finished floor elevations to be a minimum of 2' above published floodplain elevation. I 40 20 0 40 SCALE: 1 "= 40' _ Designed SMITH AND G O O D S O N NICK RUFFIN EXCAVATING, INC. Checked PLLC OVERALL GRADING AND DRAINAGE PLAN NEW OFFICE AND SHOP Drawn CIVIL ENGINEERING AND LAND SURVEYING 7509 CANTRELL ROAD, SUITE 227 MABELVALE DRIVE s-16-2D19 IR.Ws.d b..N.. o.. clly �wR -b. BJe Approved LITTLE ROCK, ARKANSAS 72207 LITTLE ROCK, ARKANSAS Date Nates By 501-414-8498 80 Job:18-108 Scale: 1"=40' Date: 2-26-2019 Sheet: C-4.0 -0- �575-- CIMH RIM=NO TOP INV=1007 SILTED WV NORTH 02'09'51' EAST 1 4,81' CONCRETE SPILLWAY DIRECTLY OVER PIPE W Ls tC PVC CMN ENO dQ5A FL N.26E.00 rL W Ti 31.00 I POE 0W4ARI Y w 1LCiNlC Iljil C7*M11E S UMV OSa[axc( APMN r ounRA¢E r,�� mtesmu.m 111 3:1 SLOPES (rTP.)-i. 1 6 tl x 25' BUFFER 35 LF. H' PM - EACH END a03Pi EL M-267.70 FL DUT-267-55 W/2 SY. RIP RAP • DISCHMGE ro :x Vv y Know what's below. Call before you dig ILL MABELVALE CIRCLE � BDOTN >F2'bP1]d' � Lem 1F.7'S 9r-Sl,,. �•"9---+" - �i I CIMH Wv q / RIM=270.51' ate INV.=265.32' II �41y 9 1 II • 11 _ �¢a.Y 11 I Ij + t1, = FENO ETL f I, fl _ FLX 27 UT-M RAr u I i+ D I I II CIMH }11 �1 DETE8AWIO,l ®CB OF CRAYRL Ex5.469 ACRES± fST1NG TREE LINE I I 07-15-2019 II I er�m i f I t5 i I i ! I {{ ter .•. � "`• T �. . IDY • �. .M r • M.- Moll- I NORTH 88'04'53" WEST 414.13' STORMWATER DETENRON NO. 2 eFr RIM=269-80' INV.=265-87' L s¢ anrs a nt¢rzw nn� Mfb PL{ttln mp �' TURNDOWNr- DETAIL suw. CL•i69.7¢ a I0 s1 R SA' 60' 10.P 60' SAY PLAN VALE FoTQIN�TIALIK 9ttUxFL0 IEv P,amCIED[U, LwUE[lFvIi �v4 � a! N10[a,±LDS SiNCTIRa SIDE VIEW DETENTION POND NO. 1 SPILLWAY FLOOD STATEMENT f+ The subject property lies within a floodplain and is zoned AE havingthe published BFE 273.5 according to City of Little Rock Community Number 050181, Panel OSIL19CD442G having an effective date of July 6, ! 2015. Proposed building finished floor elevations to be a minimum oft' above published floodplain elevation. Designed SMITH AND GOODSON NICK RUFFIN EXCAVATING, INC. Checked PLLC NEW OFFICE AND SHOP CIVIL CIENGINEERING AND LAND SURVEYING OVERALL GRADING AND DRAINAGE PLAN Drawn 7509 CANTRELL ROAD, SUITE 227 MABELVALE DRIVE EDate +. L:,.a a. as eanPwtn. JM1 Approved6LITTLE ROCK, ARKANSAS 72207 Notes 501-414-8498 LITTLE ROCK, ARKANSAS SUMMO � G•oosoN, � Hv2NlY l - J- 40 20 0 40 80 SCALE: 1'= 40' 18-108 a: 1"=40' 2-26-2019 U C-4.0 957S- NORTH 02'09'51' BAST' 4.81' CCNCRETE SPILLWAY DIRECTLY OVER PIPE .o Lj. ,r Fy3 -� [rrR A- ENr R w. MOD FL MT-"7.80 PIPE oISCHARGE WILL PENETRATE C METE SPILLWAY DISCHARGE APRCN Q3Know whaYs below. Call before you di MABELVALE CIRCLE _ ' q — v✓vN ,¢ sours 67•sB'os' RAsr la 1 T 14R OIWlA�1L PAHq CIMH it NIV.-265.32' 11 q q q 11 !1 1 11 Ir r CIMH RM=269.80' J s.a• 23.0 s0' INV-265.67' ! pI� V 10Y (PROFILE V� N TW,Wvx [rm! h ,ura auTP4 caTr¢ I-L•J [ TURNDOWN DETAIL Ts z S ,C OG SIN WK r1R� [�.esasa A Y�v T"" 5.0' 60' 100' .u°tf°rm'rm m¢ wL°�`.s`c�k.w L%T° -. ie v�Enn n • r�meom-•, nc�m erm I¢ wa rnrsnncnua wz W�To¢.� aa�P sE NIe.nEo n vaz n+�m+s SIDE VIEW DETENTION POND NO. 1 SPILLWAY LITTLE ROCK BOARD OF ADJUSTMENT APPROVED, SUBJECT 0 THE CONDITIONS AS NOTED IN THE BOARD OF AQJUST2WT MINUTE RECORD DATED 19 BY: FLOOD STATEMENT The subject property lies within a floodplain and is zoned AE having the published BFE 273.5 according to City of Little Rock Community Number 050181, Panel 05119C0442G having an effective date of July 6, 2015. Proposed building finished floor elevations to be a minimum of 2' above published floodplain elevation. Designed SMITH AND G O O D S O N NICK RUFFIN EXCAVATING, INC. Checked P1.LC OVERALL GRADING AND DRAINAGE PLAN NEW OFFICE AND SHOP Drawn CINL ENGINEERING AND LAND SURVEYING 7509 CANTRELL ROAD, SUITE 227 MABELVALE DRIVE �t6-YP19 RW.4 wn Pr Ow t¢NwM"1. OJB Approved LITTLE ROCK, ARKANSAS 72207 LITTLE ROCK, ARKANSAS Dete Notes By 501-414-8498 _ _ _ ,• • _, _ _ � _ _ _ �� 40 20 0 40 60 SCALE: 1 •= 40' 1616-108 x: 1"=40' 2-26-2019 t: C-4.0 -0- 9575 — CIMH RM=NO TOP INV,=1007° SILTED WV NORTH 02.09'51' EAST 4.81' CONCRETE SPILLWAY DIRECTLY OVER PIPE 40 LP. PVC EA EACN ENDD 00.505 FL PL OUTIJT- �267.BO PIPE aSCHARGE WILL PENETRATE 1 CONCRETE SPILLWAY DISCHARGE APRON 3:1 SLOPES [T1A.11 MABELVALE CIRCLE SO VTE BT6B'09' VN EAST 1M 79' CIMH WV RIM=270.51' INV.-265.32' j+ 1 11 10 a_ lar IMPE FU I, II } EAd1 EPO 00.701, IL n o�n 5 l�l W4 91, FJ P PAP 0RIMCIM I f f -� 0 } STORMWATER OETENnON NVH26a87' BASIN NO 1 m f RI r-2B9.71'. __-_-_- ---- - - - - - _ ---- EDGE OF GRAVBL - (�PBIw I IaBT (H I S�A@1G) EXISRNG TREE LINE 5.469 ACRES± 07-15-2019 25' BUF f. 1 �.nle�. " .8 Lm a5 LF- B' PVC rL rSRO LO.SP% R GlR+2e73L :•jY. RP RAP O DlsalARac f NORTH 88°04'S3" A'EST 414.13' Sill "Tq DET17~ NO, T w�TBLL 1� o� Know what's below. a Call before you dig i z J S.D. 1 23,0. s,. L L. 2AG � 9O®3NFA IUT ruamovx IDn w1pl f]mleG ®M Y, j TURNDOWN DETAIL 1e• oc �Tx va,s I>� Y1.�269.70 it 50' 6.0' IRO' 60' 5Z + 7a i PLAN V1EW �IM� OGOaT � PeY'Off➢ A>T+T R yTA �{ fp Tc Nw eb[.wm. RUL1Ee r* W ,KLmI�CnIX ,w �w.idui aoU ee ®s.cTm m ssz nuronn SIDE VIEW DETENTION POND NO. 1 SPILLWAY LITTLE ROCK BOARD OF ADJUSTMEN OF APPROVED S;18JE+;'' _� AS NOTED IN. THE F:,":; ; ; . = y . ,_t �""1T1"N0 MINUTE RECORD DHI to , BY., I� ®r "'� FLOOD STATEMENT The subject property lies within a floodplain and is zoned AE havingthe published BFE 273.5 according I to City of Little Rock Community Number 050181, Panel 05119CD442G having an effective date of July 6, 2015. • i Proposed building finished floor elevations to be a minimum oft' above published floodplain elevation. Designed SMITH AND GOODSON NICK RUFFIN EXCAVATING, INC. Checked PLLC OVERALL GRADING AND DRAINAGE PLAN NEW OFFICE AND SHOP Drawn CIVIL ENGINEERING AND LAND SURVEYING 7509 CANTRELL ROAD, SUITE 227 MABELVALE DRIVE 5-16-2019 R"N d PIP. elze+ PM CAT cm-ft. BJB Approved LITTLE ROCK, ARKANSAS 72207 LITTLE ROCK, ARKANSAS 14 Date Notes By 0 501-414-8498 I- 40 20 0 40 80 SCALE. 1'= 40' 18-108 1"=40' 12-26-2019 t: C-4.0 -0-i57S-