Loading...
HomeMy WebLinkAboutS-1313-T Map 21 - t PI1 - 5.8 1+ 1 I 13'44'01 "R Da '05'S { ` _ - 19 7 J 5„ CONSTRUCT I T 36.13 WING HEADWALL _ �� 428.50 L - 71.91 PI St I 591.9 CONSkti5%f� \NGTRUCT READ ALL �� I Da 1,6' 13 / J r \ �415.00 T 6 \ 11110 '\ CONSTRUCT �---CURB INLET - _ - - 420 \ J \ Fk-414 .�iTRAIG T HEADWALL f _ \ � iC�CAE c - Gr FL-4 a.. PI Sta � 4+37.49 T-'06'40"L' - Da 11'2733" T� 66.32 R25' o - = 131.&7 -- � r � �-....U_. ____-_` -mod '\ \ .... . ., ___ _ ';';' ,' ;' %. / \ ,\ �\... v\ .,\ �.- / � - /. ! \.� _ ,\_�--�. / % � i •11 ,,I i1 � '. � !, II �, '. I. f i i t \ 1 , / i I i r I = 16'00'40"R 465 / \Do 19'05'55" CONSTRUCT T = 42,19 - - o- L-TYPE HEADWALL N L = 83.83 FL-431.50 r, a ,00 N - + N -(V 1' II \ \ Q \ Q o PI Sta 8+16.12 - o 08'43'00"R In r �„ Q Do = 11'27'33" d a T 38.11 i L 76.07 r t V �� �•., v v A .38 ,,0 4 /, f x -- / (� 1 WIN Fit, - \ --- - _--- 430 _ - - , / \ \ I 0.27 FO FIELD y. \ _ ` -_ � -� _ _ CURB r - CONSTRUCT. C STRUCT STA 6+51.64 FO FIELD' CO \ oN R a25 CURB IN LET s C�1RB INLET BNSTRt}CY CONSTRUCT _- _- - = ft=4T450`', FL--*t5.50 - CURB INLET L-TYPE HEAD ALL �.� ' -- __ X 42 LF - a FL-404.30 FL-408.00'.- s FOXFIELD LANE r _ 0 - to, - U�CT fi52:50 FO FIELD LANE FL14. 0 `� \'\ �d CONS CT R L -- ^ \\ � - - TRUCTIO P a R 1-�4 CONSTRUCT �� a Av `� \ ro r - - v a v TR H DWALL / �V \ I EXIST CURB & GUTTER 1nCURB INLETY \ '•FL-4 .00 \,. PAVEMENTk" 7 FL- .00 I Ca i \ Q• S I - '1 L 44.49 CONSTRUCT HEAD L `�\ _ LA -' '° \_ v+ IT D LOUf , tp OUT DITCH FOXFIELD LANE VPI STA 15.00 - - VPI EL = 435.5.7 CU VE LE14 = 30.00 - o - .... N P + II W. 0 tiIF II tj 0 VI + >VPI EL =43.85 . oo Ai aNN .. ,..... 0 1t _ o+ IIVFI STA = 11 50.09 Q CL R II _j I II w I EL = 423.95 : > M --- mac) Q CRVELN= 0.00 II w > F J CL p J Q > 2.50 - J o w - w _ oo M - _ 5 : M K) a_ + r� VPI STA -1 13+5 .00 d 0pq VPI EL = 28.9 Il Q II - o CURE LE = 60.00 Q II V) w - a / xis ing 24 water main ,`O o CN * - aEL> > VPI STA 10+ 0.00 + > > o VPI EL = 418.9 u * ui o^ 0 00 CUS VE LEI 4 8 .00 a II Q 11 -. 00 N N PI - _.. 1,- J V)... W - _.. _. IST =7 35.1011 � rnN V) Li F.H NOPI EL = 411160 II >_ > CURVE LEN 60.0 V) w Q n : Ira H J W ... .. 01 _ I,,.) P7 �_ Nt LC I 13 00- 14 00 °' PLAN & PROFILE FOXFIELD LANE - 20 MPH 11 00 'i 2 00 O ®WHITE-DATERS & ASSOCIATES, INC. WOODLANDS ED G n Q0 Lc) Lc) CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING PHASE 9 v 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 - N CD O N N O N N N f � � 1q' �t Survey By: Drawn By: Checked By: Approved Hy: 4-nn R-I-nn a�nn 1 n�nn LITTLE ROCK, ARKANSAS SCALES: 1" = 50' HOR 1"=10'VER TE o_ JT RED 15400 450 440 430 / 420 400 MR C:M Revised 12-10-07 Date 11-02-07 Hor. I Vert. Scale 1"=50' 1"=TO' Sheet 5 of 1 3 Sob No