2004-077 - Laserfiche WebLink

Home Browse Search

LIMITS OF RO WA I _ IMPROVEMENt1 -- PROPERTY ONE 5-17 5-17 � I EXIST. R/W UNE @CONST PI STA. 218+69.05, 45.00' LT ES a.ECROEN O%STRUCTURE STA. 220+59.40, 51 .92'LT 40 PROPOSED FM STA. 217+66.00= CONST. TYPE C 081 )) CONST 36' VADE FLASHBOARD RISER PROVEMENT INDEX NO. 232 +64.511 SUflVEY GRATE ETEV.=19.00 REFER TO SHEET 13A 7].12 LT RE ' ON-SI CURB ( E UTILITY SHEETS) STA. 67+67.67 35.49'1 S. INV=16.00 s ,^, �� ' CLEAR OPENING = 6 FT. FL 2306 CON T � CU TRANS ( ROADSIDE SWALE PN =, + S. INV.=13.25 SIDES E PV1 ® BOTTOM ELEV.=14.00 G+00, 41 L I BOTTOM ELEV.•+11 .25 @CONST PI +75, 44 EXIST. R/W UNE FLEV=19.00 I STA. 222.19.54= 357( - EL V=19.0 - - - - - - - _ - - - - 5-171 i STA. EL 20.00 '^ STA. 72+19.16 (31 .16'12) El 19.00 _ � � • 1 ROADSIDE SWALE Pm ---R�O�E� �, r CONST 8' EL 20.00 - ✓...� f: � 221+00, 31 LT - - - 1 �- IB-71 EL 20.00 CONST. CURB IE EMOVED) CONST 6711' 1 �� EL 19.0042L +23.64, 28.00'LT CUTRAMP . e _ _ 1 C 217 iT. So PAVED 219+ (- TO BES � _ _ ,.BOULDER - .Ash _ _ _ _ _ _ _ _ �+� _ REGR- - _ _ _. _ _ _ ... . T= _ 1 10• dP Q NN m( ( RI C(YZS�. , -x _ _ _ _ _ _ _ _ _ _ + _ _ OSLO-R._ _ 5 89'2000' EI - 29' dv uM CONST. TWE F = -" 0-BE -RELOCA9ED I - - - - - - - ._- - ar. - - - - +r CURB h GUTTER CONST. 1lPE D � i0 BY OTHERS (TYP) I PGL � CONI ASPHALT - - - - - - - - - - - - 8951 50 E +f' •1 URB ma aV ,r.•, TURNOUT PER CONST. 8LF OF 18' RCP .�- e a CONST. TYPE F 3'R 28.00 ] _ n (TO BE REMOVED) 8 - FOOT INDEX 515 + . - CONST 981E RE TO 72'RCP INV.=17.5 , +. ^+ d CURB h GUTTER rl OF 24" RCP � $ 67+x , - _ 3•R - nf) T BE REMOVED) -14 mti 70+0 93URVEYB ) +DO (PER INDEX 2B0) + 96 - _ F x. - - - - - - - C - - - SECTION LPIE_ - . .li _ - - - - - - - - 72 +00 - ]600 01111 . mo� _� 1� dg - EXIST. R E - - 6 1 Sa , 1 IIr S-15 3111 - 5 9352+5• E 3u•! C d can T 0. i 5-16 1 1 J 3 89'52'%' E , 5 20 1 7$.00 S IDLE +]6(10 Tu Of 0p f ^� Tup GGI 6a 18 RCP LTIo xax-PERF. - 7 E TO 72.1 CONST. 6' TAPER 72�W 5-14 5-15 BY OTHERS 5-16 BY OTHERS 5-18 5-19 CANAL R/W UNE 5_20 BY OTHE S CONST. 72' 5_27 V.16.55 BY OTHERS O ER DE TO ON-SITE STA. 218+69.60, RT PERF. RCP ER INDEX 280) STA 218+89.69, 40.00' RT STA 218+69.88, 54.48• RT OMIT STA 221+00, RT. STA 221+00, 52.2 'RT STA. 222+42.71, RT OIRB(TW) CONST. P-5 INLET CONST TYPE C 091 CONST. TWE J-7 MANHOLE CONST. INLET P-5 CONST. TYPE J-7 AN BY OTHER$ CXINST. P-5 INLET 11 INDEX NO. 200, 211 INDEX NO. 232 INDEX NO. 200 k 201 INDEX NO. 200, 211 INDEX NO. 200 8 ULA mw zw Z11 ST 218+74.00, RT MW OF ROADWAY E.P. ELEV.=21.82 GRATE ELEV=21 .50 RIM ELEV.=22.00 E.P. ELEV.=20.82 RIM ElF].=2DO EP. ET V 21.15 IMPROVEMENTS N. INV.=15.25 N. INV.-15.05 N. INV.=14.85 � ! (� ST P-5 NVLET S. INV.=15.25 ' N. INV.=14.10 N. INV.=14.05 15 1 6M 1 80 IN EX NO. 200, 211 5_7 BOTTOM EIEV.=1 }.25 S. INV.=15.05 E. INV.=13.94 5. INV.=14.10 E. INV.:14.19 BO =15.80 E ELEV=22.44 BOTTOM ELEV=14.55 W. INV.=13.93 BOTTOM EIEV.=12.10 W. INV.=14.18 1 N. V.=16.85 OMITTED BOTTOM ELEV.=13.10 BOTTOM ELEV.=13.5D ' S. NV=16,65 SO OM ELEV=14.65 F- FT- -T-i- - -n 3030-- -- - -- _ _.- ---- -- -- i --- --- I I ! I PROFILE GR IDE LINE I - 25 EXISTING It CONST. G ADE LINE � f -Osox - 13 - - -- ----1 f - - - - - D3D 20 - - - - - - - _- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 20 15 E - O �_ .3�DIP _r 15 5-10 m n 18 R - N N 5-14 4' RCP 5-19 5-11 - 10 1 5- 15 10 N W A L W 5 6 6 N W N N d 6 5 n � • O ^ m mN ^. Y 'f r i tVN X17 .y H (V NH � � •� � N ' n ' m i ,7n Ilm . D 217+ 00 Dp19 + 00 220+ 00 221 + D0 222+ 00 DATE I DryOF1 REVI ONS 5 .6P AYtD XD1N SCALE OAIE BY OESIImTMx A�zZ 'R+r Gbluiry ❑=� gEEY-HORN BW xOPo2: 1 '=40' S T ° P°'" ""' °� AaOv ""'' VERT: r=lo OSLO ROAD Na '""""� ^'"� ^'4 4""" W SIC. 9alwelc xn PLAN AND PROFILE DAN : 03508PP STATION 216+50 - 222+50 7