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HomeMy WebLinkAbout2649-3LoL U I KUJ AVL. Z)olA. -IU+Z)Z).VU I'll m LLI STA. 10+55.00 Z W_ w 32' TO 50' OR ECR 0 0 OR BCR FEATHER CL SLOVER AVE. (TYP). BEGIN FEATHER 0 0 BEGIN FEATHER SCALE., 1 "=40' 0 o ir 2' TO 16' 169 16' 2' TO 16' cow uJ rn IZ 40 12' 12' 4# CL < IAV a_ +1 1 0.15' TYPE A AC OVER U) z LLJ U)�Ld z 17_1 Lo ........ ... 11 �1555�771 . . . . . .25' 6 . . . . . . . . . . . . . . . . . . ...... z TRANS. z CL 0 no 00 0 Z I-- L q 0 �5 � z q < 0 LJ 0 Z N V) Z F z (I: Et EXIST. AC PAVEMENT r cl� < 0 + < C) 100' HORIZ. TRANS. w Lo w COLD IN PLACE RECYCLE -J V) r_ EXIST. AC DIKE EXIST. AC DIKE 0 OR CURB & GUTTER OR CURB & GUTTER 0 0 z m Ln WE muj6 6 En w TYPICAL SECTION B Lo Lo m + + DIKE �AC FEATHER (TYP) — STA. 12+00 TO STA. 63+50 r - :..,::,—COLD IN PLACE RECYCLE EXISTING PAVEMENT AND AC OVERLAY &D (n a zo CURB & GUT TI: AC BERM co co ----------------- SAWCUT E. .... ... ... AC BERMmaawmmwmyumpwan _01, 4 --------- - L. iii v .4 _01K lot-_ .2, ? 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AND REPLACE & SIDEWALK WITH 0.20' TYPE A AC OVERLAY TYPICAL SECTION D STA. 75+00 TO STA. 80+00 (BRIDGE) TYPICAL SECTION C STA. 63+50 TO STA. 75+00 STA. 00+00 TO STA. 88+90 Tl T2 LIZ, LJ T4 O m 0.15, PAVEMENT AND AC OVERLAY 0.23 0.35' 63+25 TO 63+50 Op C.I.P. 0 �,p N to — - ---------- ------------ - ------------------- 0 "i.6101. 0 Z 0.35' 2a r. moos MILL W X 'XI 0.25' m + 0.30' (n 0) C.I.P. w _�pr W z W 0 V) LoL U I KUJ AVL. Z)olA. -IU+Z)Z).VU I'll m LLI STA. 10+55.00 Z W_ w 32' TO 50' OR ECR 0 0 OR BCR FEATHER CL SLOVER AVE. (TYP). BEGIN FEATHER 0 0 BEGIN FEATHER SCALE., 1 "=40' 0 o ir 2' TO 16' 169 16' 2' TO 16' cow uJ rn IZ 40 12' 12' 4# CL < IAV a_ +1 1 0.15' TYPE A AC OVER U) z LLJ U)�Ld z 17_1 Lo ........ ... 11 �1555�771 . . . . . .25' 6 . . . . . . . . . . . . . . . . . . ...... z TRANS. z CL 0 no 00 0 Z I-- L q 0 �5 � z q < 0 LJ 0 Z N V) Z F z (I: Et EXIST. AC PAVEMENT r cl� < 0 + < C) 100' HORIZ. TRANS. w Lo w COLD IN PLACE RECYCLE -J V) r_ EXIST. AC DIKE EXIST. AC DIKE 0 OR CURB & GUTTER OR CURB & GUTTER 0 0 z m Ln WE muj6 6 En w TYPICAL SECTION B Lo Lo m + + DIKE �AC FEATHER (TYP) — STA. 12+00 TO STA. 63+50 r - :..,::,—COLD IN PLACE RECYCLE EXISTING PAVEMENT AND AC OVERLAY &D (n a zo CURB & GUT TI: AC BERM co co ----------------- SAWCUT E. .... ... ... AC BERMmaawmmwmyumpwan _01, 4 --------- - L. iii v .4 _01K lot-_ .2, ? Eu:ry'10 2:59-51 x x. li J. x - J ----ZTc� ------ W _0 210 _2 S� _2 5- K, /'Z, . . . . . . . . . . . . . . . . . . --- Ka S 3Lr.Yr rrYYYr. rx AC BERM &D AC BERG co --------- SAWCUT--'*f' 0 io CURB & GUTTER z It z C3 --a.— -. 3:\% C- AC FEATHER (TYP) CL CITRUS AVE. z z 0 U - LL_ 0 0 0 z - 32' TO 50' SCALE., 1 "=40 q o 0 I C) w - 0 Lj_ W2TO 16 0 + 0 z z �: M 0. TO 16' 16 16' ' , IM 0 E w z y) W D 6 12 12 69 U 0 0 m Q 0 u t7-6 Cl T Y OF FONT AIVA 0 z c0 z 0<0 0 w 0 V)- V) 0 +.z a00 0 X 6 0 U) w m z UJI 0 AC BERM 0 0y.���lk Tom: -Zla vi V LJ + 11,115 00 a_ a_ AC BERM (All W z Z H I ' H Q I ,� z 0 in TOF SAN cou13FNRt4ARDINO 100, ooe �n CL CITRUS AVE. z 0 54 29 25' 25' 29 - 0 Lo CA lz 0 0 f. > EXIST. CURB, GUTTER 0 EXIST. AC PAVEMENT & SIDEWALK EXIST. CURB, GUTTER MILL EXIST. AND REPLACE & SIDEWALK WITH 0.20' TYPE A AC OVERLAY TYPICAL SECTION D STA. 75+00 TO STA. 80+00 (BRIDGE) TYPICAL SECTION C STA. 63+50 TO STA. 75+00 STA. 00+00 TO STA. 88+90 SECTION "Cl -6000*0 0 0 in 0 q* C4 0 Z W .j U. __j THICKNESS LOCATION Tl T2 LIZ, LJ T4 O m 0.15, PAVEMENT AND AC OVERLAY 0.23 0.35' 63+25 TO 63+50 Op C.I.P. 0 �,p -Xi — - ---------- ------------ - ------------------- SECT. C TO SECT. D "i.6101. 0 0.20' 0.35' 2a r. moos MILL C.I.P. X 'XI 0.25' 0.20' + 0.30' X, 0) C.I.P. C.I.P. _�pr 00 Z 0 Z IL 77K77;. --------- - - -C A0, A_ LLJ EPC08 & GUTTER cr_ V) Z AC FEATHER (TYP) bi (3 Z X: V) LLJ 01-- z &D 00 Z W Z F- Zj w SCALE: 1 "-40' ow En 0<0 UJI V) in ui 0 (n cr) L) 4- U3 � wp + m z 00 w 25' 00 co 0 HORIZ. z n �<_ u z UJI t n cn UJI TRANS. (n w m SECTION "Cl -6000*0 0 0 in 0 q* C4 0 Z W .j U. __j THICKNESS LOCATION Tl T2 LIZ, LJ T4 O m 0.15, 0.25' 0.23 0.35' 63+25 TO 63+50 C.I.P. C.I.P. SECT. B TO SECT. C C.I.P. MILL SECT. C TO SECT. D 0.00, 0 SECTION "Cl -6000*0 0 0 in 0 q* C4 0 Z W .j U. __j THICKNESS LOCATION Tl T2 T3 T4 FROM STATION TO STATION 0.15, 0.25' 0.23 0.35' 63+25 TO 63+50 C.I.P. C.I.P. SECT. B TO SECT. C C.I.P. MILL SECT. C TO SECT. D 0.00, 0.25' 0.20' 0.35' 79+75 TO 80+00 MILL C.I.P. SECT. D TO SECT. C 0.25' 0.20' 0.35' 0.30' 91+00 TO 91+25 C.I.P. C.I.P. SECT. E TO SECT. F LEGEND: IN IDAT. zl� FEATHER BETWEEN DIFFERENTIAL OVERLAYS CL CITRUS AVE. -K, CL CITRUS AVE. .......... OVERLAY FEATHER 64 29 30' 30" 2 54 COLD IN PLACE RECYCLEMILL AND OVERLAY 60 24' 24 6 v. . . . . . . SAWCUTUNE SAWCUT LINE 29 25 25 2 18' 8 18' COUNTY OF SAN BERNARDINO +1 0.25' TYPE A AC OVERLAY+1 12 in 09• 0 d TRANSPORTATION FLOOD CONTROL DEPARTMENT _W_ h. DRAWN BY DESIGNED BY PROJ. ENGR. L — ....... .. 6 E.A.H. E.S.R. P.H.W. EXIST. CURB, GUTTER SUBMITTED 8 CITRUS AVENUE EXIST. AC PAVEMENTCOLD IN PLACE RECY-d—LE L & SIDEWALK EXIST. EP, FL AC DIKE EXIST. FL AC DIKE OR EP EXIST. AC PAVEMENTFEATHER (I &. - 7 FROM JURUPA AVENUE OR FL CURB & GUTTER EXIST. CURB, GUTTER D?W MILL EXIST. AND REPLACE CHIEF DESIGN ENGINEER D#E TO & SIDEWALK WITH 0.20' TYPE A AC OVERLAY RECOMMENDED /APPROVED BY SAN BER NAR DINO AVENUE' —TYPICAL SECTION E SECTION D—D (� YYl u,�_ +1100 FONTANA AREA.* STA. 88+90 TO STA. 91 +00 BRIDGE TRANSITIONS APPROVED BY ASST. DIRECTOR OF TRANSPORTATION DATE 9 .7 4 F.B. REF. W.O. NO. SCALE S.JiT NO. TOT, SHT'S. CITY ENGINEER/CITY OF FONTANA DATE DIRECTOR OF TRANSPORTATION DATE H12336 AS SHOWN 3 1 7 2_6p<ll�l