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PROP. RA' LINE <br /> OF S- 5_809 <br /> - _ IurcRmvuFrr T�STy 540+2583, RT STA. 5 +25.83, LT S Bti r 5-822 <br /> CONST. 2-2' PVC SIGNAL CONST. p-5 INLET CON T. P-6 INLET CONST. �• 537+3148, 66.00' <br /> RT _ <br /> INTERCONNECT CONDUITS INDEX N0. 200 & Z/ 1N X N0. 2L0 & Z! INDEX 0. 2200 & Z/ CYINSTG <br /> TYPE 'C' OB! — --��-.— <br /> + EP. L. <br /> = 22.55 EP. EL. = 22.02 S 825 EP. EL = 2242 /NOEX N0. 232 INDEX NO_ 20/ <br /> N. I = X.XX _ GRATE EL = Z.90 R1Y EL. - 22.95 G� <br /> CONST, PULL BOX S. INV. = XX.XX .00 W EL = XX.XX _ . — -- �lNY. . = PPjOP_jA' <br /> L/NFA -._ <br /> BOTTOM <br /> O G/5 TT = X. _ - CONST. 5' SIDEWALK - <br /> 5'807 CONST. 144 LF -- _ -- _ <br /> O +73.37 XX' RCP OF 38' X 60' ERCP <br /> CONST. TYPE 'F' S_W CONST. PULL BOX O <br /> t 2 .00 L CONST. URBAN FLARED PGL ILT1 - <br /> - - - - - - - - - - - - - TURNOUT (TYP.) CURB 8 CUTTER TTE p <br /> (D ` ' l CONST. 173 IF CONST. 101 LF OF XX RCP <br /> m <br /> n + 3.37 \ 1/'R ! ,., _ _ _ - _ OF XX' RCP OF IB' RCP CONST. <br /> 500 L= OF <br /> � /.lXlL \ EXIST. SRWC RM LINE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ <br />_ _ _ _ _ _ _ 2-2' PVC SIGNAL <br /> 7NTERL9NNECT' _ <br /> Q 537 \ 538 i 1 7 24" CONST. y EXIST. R/W LINE CONDUITS v <br /> 9 540 Ln <br /> 541 <br /> Lo 5 <br /> - \ - <br /> Z 4_0-.-.. ,... / II,R \ : -' -" - -.-_ CONST. TYPE 'F ' MOD. ...._ I, <br /> .—mac`. - cn <br /> - - E-`_-_ <br /> CURB & WTTER <br /> EXIST, RA' LINE Lu <br /> CONST. WR CU + 3 00 T <br /> AY TYP.1 S/ 00 RT PGL (RT) SECTION LINE CONST lI LF OF <br /> + N 00 ASPHALT ORNEWAY <br /> 51.00 RT GR D 3 'q CONST 162 V <br /> R Z Gly OF 30' RCP EXIST. Rnr LINE — ti <br /> g <br /> GIS 5-BO8 CONST. TYPE 'F' -- — Q <br /> WR8 & CUTTER G15.__.- . �.. .: _ . . . 5-822 -.. _ <br /> _ . - �*— <br /> CONST. 5' S DEWACK ..-- .. -. <br /> FIL- <br /> M <br /> S 538+98.99, 87.50' RTCONST. STRAIGHT COW-STA 539+00 38 WOW L ENp4,4L} <br /> EXIST. RA' CINE CONST. 16 LF CONST. STRAIGHT CONC. ENDWALL ST. TYPE j-07 MANHOLE <br /> CONST. 26 LF OF JB' X 60' ERCP T JINDEX NO. 25/ 1 qEX NO. 2(N INDEX N0. <br /> 25/ <br /> LFL INV. = 15-50 RY EL 2340 <br /> OF lB' RCP -823 S INV. _ /7.75 FL INV. = 16.25 <br /> s roNST. 90 1F of �- INV. - 16.90 <br /> ASPHALT OR/VEWAY I INV. = 16.40 <br /> TTOM EL. _ /5.40 <br /> , EL. 22.93 . <br /> CONST. FLARED END <br /> • r L. i — J ; <br /> 26 TIE TO EXIST. R +52.(Nr P RT� EL 22.90: CONST 90 CF OF <br /> rt <br /> 7 ASPH r OR/Vtl1' <br /> 70 X 40' ICE <br /> \ 26 <br /> 24 <br /> N <br /> 24 <br /> a <br /> 22 w PROFILE GRADE UNE ry <br /> (RT & CTl a <br /> -- — + 22 <br /> 20 _ _ _ _ _ _ _ _ _ _ _ _ _ 1-) 0.300% L+) 0.300' <br /> - <br /> - 20 <br /> 7 <br /> lB EXl T. GRAD LINE <br /> o CONST. <br /> - ... <br /> 16 <br /> / 6 <br /> / 4 <br /> i 2 ---- <br /> _ SCA/£ HOR ' I• =90 ' <br /> VERT. Y"= 4' ( 2 <br /> 537 00 538 00 39 00 A <br /> REVISIONS _ 540 00 54/ 00 T 542 <br /> DESCRIPTION DATE BY (DESCRIPTION ❑—❑ INDMN R� CVUNTv <br /> ��v[Ml/ l owes 66EL A VENZT�s' HEF <br /> �tHom� Amdales, IM. ARD OF COUNTY Lb <br /> N0. <br /> w«;' � m ROAD WAY IMpROVEME1VJs PLAN & PROFILE <br /> TO CR 510 AVD 6616 AVENUE <br /> 3522LN SA0,39 PY n,K/035MlYaaoWPYVYpKWu':P(PRF�5635.�vn <br />