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5-gp3 <br /> PROP. R/W LINE STA. 53/+7 S 804 S-805 S-816 S-8/7 <br /> 5.31+75 (E <br /> INLET STA. 532+95.39, RT STA. 539+75-LX), RT STA. 532+09.70, 99,25' RT STA. 532+0594, <br />67.25' RT <br /> CONST. P-6 00, L CONST. P-5 INLET <br /> ��- INDEX NO. 200 & 211 CONST. P-6 INLET CONST. 5TRAIGHT CONC. ENCWALL CONST. TYPE P-7 MANHOLE <br /> 0 /O 40 <br /> CONST. 2-2' PVC SIGNAL w �Z� IN <br /> X N�• �& Zl NO. 00 & ZI INDEX NO. 250 INDEX N0. LYN Gtr^ <br /> • INTERCONNECT CONDUITS CONST. P /� EP. EL. - 22.62 <br /> IN� QF 2-2' PVC SIGNAL N. INV. = XX.XX N. 1NV. - XX.XX EP. V. = X'XX =7g, N. <br /> L. X2,60 Feet <br /> INTERCONNECT CONDUITS 5. INV, = XX.XX W INV. = XX.XX N. 1NV. = 1650 <br /> — BOTTOM EL. = XX.XX BOTTOM EL. = XX.XX E. INV. _ 18.60 <br /> . — . — . — .�1irLW-EL._ r. X.X.d. _ . _ . — . — . — . — . — . — . . — mrrnu Fj� 0..62 . _ . _ + <br /> CONST. PULLBOX CONST. 5t SIDEWAIN .-- <br /> O <br /> O 5-803 CONST. 297 LF _ <br /> XX' RCP OF XX' RCP CONST. TYPE 'F ' S- a; GIS <br /> O + 7 CURB & GUTTER O <br /> PGL lLTI 23.00 LT + O_ _ _ _ _ _ <br /> _ _ - <br /> - _ CONST. 373 LF <br /> Ll m <br /> OF XX' RCP CONST. URBAN FLARED O <br /> Ln <br /> _ _ _ _ _ <br /> 29' + .32 CONST. <br /> TURNOUT lTYP.L + <br /> n lAO RT CONST. 101 LF y <br /> 532 533 Ex1sr. R W LINE 534 of /B' ROP 535 cnNsr. TYPE F` MOD. <br /> CURB & GLITTER 536 <br /> Lu N.; VIA IVII 060 W <br /> _ _ _ - _ <br /> _. 2 <br /> CONST. CURB CUT I.GU T � PGL IR CONST. /77 LF <br /> - - p ,•P rP., of 184 RCP SECTION LINE CONST, l6 LF OF <br /> Q CONST. TYPE 'F' -- —. / ASPHALT CONST. TYPE F Z <br /> CURB & GUTTER CONST. 120 LF N (Y q9' 06 • W DRIVEWAY CURB 6 GUTTER <br /> OF 30' RCP _ <br /> 5 804 CR Z + .9I `---- _ <br /> - --- --__- CR 2l 5600 RT 5-605 GIS CONST. !6 LF OF Q <br /> R O ASPHALT ORNEWAY G S iT <br /> 5 6/9 EX/57,�R/W LINE - o CONST - - <br /> STA 533+663 3-819.. ..._ — S_ <br /> Z�/(p P <br /> i <br /> C7TX3T TYPE... C BH7 Rr A. 33+23. <br /> I CONST. TYPE 'Ci <br /> GRATE EL +32.86 _ <br /> 2.97 94.13 RT, EL. 22.76xry - I STA�939+75.17, 2T•^ <br /> 22.00 . j X NO. 232 OB/ + ST. F N A. <br /> S. /NV _ /g•Op LY1N5T. 24 LF `• i GRATE EL = ?j go CONST. TYPE P-7 MANHOLE <br /> BOTTOM EL. = 16.00 CONST. 3/ LF E TO EXIST. RAri. OEX �. INDEX N0. 200 <br />& Z/ --- <br /> OF 30' RCP N. INV. = 18.90 b '"` 22.%t / 201 N <br /> S-8/6 . INV. _ 18.9p Of /8' RCP m ;tn CONST. 395 LF RIM EL. = 2295 NP'/ ' <br /> _ X £X(5T. RTW uNty <br /> __ S-Bl S�-818 OF 30' RCP N. INV. = 1625 <br /> I S. INV. = <br /> I TTOM EL. 77.90 CONST. FLARED ENO LbKST` LF S. /NV. Ig.25 <br /> + __.._ E. INV. = XX XX <br /> 8 m OF•y8^ RCP E. INV,. fL6'�.25 <br /> W INV. = XX XX - <br /> TT _ <br /> 26 <br /> $ w ' <br /> 26 <br /> 24 _ PROFILE GRADE LINE $ 2. <br /> LRT & LTl <br /> -- _ C4 <br /> 2q <br /> 0.300.% f/ OJ00- <br /> _ 22 <br /> 20 EXIT, OR E LINE <br /> c LE CONS <br /> I — . - <br /> 20 <br /> B <br /> ! 6 d <br /> --- l 6 <br /> 44 — _--- <br /> v SCAT£ HOR ' I'=90' <br /> . e <br /> VERT; 1•= 4' 14 <br /> 2 Q <br /> 00 53 00 33 00 n <br /> REVISIONS 534 00 535 00 <br /> DESCRIPTION DATE Bl DESCRIPTION ❑=❑ �DL4N pn�n CV�Y 5-36 OO 12 <br /> KrreeyµFbm PA , kC BOARD OF GIDUNJY qp�y ro S SH Ei <br /> 66Eb A VENIl1s' G. <br /> °; m ROAD WAY IMP/QOPSMMgRN7S PLAN & PROFYLE <br /> %�� TO C.R. S10 AND 66[6 APTVM <br /> 4i9/RA, SRU28 PM n�M0350M [aCUWgryVgngy,'•ptPaalMSN.o]n <br />