Loading...
HomeMy WebLinkAbout3890-4EXISTINCP GROUND , 1314 � } 1 ---- -- ----------- � --- - ! - --- , - -- --- 8 1 HEADWALL 6 ' " AC . FS 131: t` ', �' ' • r - • - y ___ .-______ ._ _ _. _ ._ __ _ __ . _ . _ _ ..._ _ __ _ _ -_ ` . ____ __ _ _ __. i _ ___. - --- -. __. �_ _ _ ' 131' 1 � _ _ � __ _ ___ --- _._.. _ � � ._ • � _ - __.__._ _- _ _ ____:_.._. _._. _. ______._..__ __._ __- _- -. _� _. . ___ __ _ ..._ . _.___. _ . ' EXISTING �--�. -`._ :� • y " .� � � - 3 I �9- •Yi ti r R , T-7,67. �v i # .f 18 RCP Mimi ,52 i I , L_ . - ca I�► - 14 - - - - - - ��' 23.59 1F - . i i 90.53 LF I m C149 `1 I M 1 t t04 0-!__ 1 O w O _ �j -CONCRETE BACKFILL--,- N - TYPICAL. BACKFILL PER CITY OF FONTAi STANDARD .__00 1 SQUASH BOX 1 sri & BEDDING SHALL BE CO 1 ___-__. _;._.___-- - _ ___ ____ .- __-____ -. ___.__ . _.-� . _ _ _ ______-__-- ___ ._ __ _-- -- ___ .._ + �+ PER ,SPECIAL; - + - _ i s w ? - N = ---- -- _- - -- - - '60 PROVISIONS PROVISIONS ASND F- DETAIL HEREON _ tin M_ v) L to aiI I _ v v~i - II II - 13x5 m z i V t i ! N o 1 N - 114.12 LF 2.79 L E 40+50 41+00 PR41+50 V - J SCALE: 1 " = 10' HORIZ 1 " = 2' VERT 21 / J J ` ROPOSED RArRd IGNAL BACK OF WALK EXIST. R/W & BACK OF SQUASH BOX i / rn J m -153'- 6 co / + ,n o g / O ao / 1 LO rn Lfi �32 -��-kATV-- - _ _ _rnn _ _ Q M # c - -CATV_ _F r- _ �` 4j / - vv - U N! - CONCRETE o BACKFILL to J 138• SEE DETAIL 0) `- - _ HEREON + J _-- 31 32 J EXIST. XISTI 4G 1-4 18" AFF C 6 RELOCATE PP M PIPE(5)IGNA EADWALL 20 1;0; BY OTHERS r 1Y�' II C - R,_. G — — — —G — — — . G _ _' __ —� - - _.. _ g _ _ 1 Y�\` _ _ _ G _ _ _ _ g _41---- ----G g-43 PROP C&G - ED EXIST EP _ _ =,!- EXPANSION ,. JOINT O � Ui Q 2 LJ +ND � O U Q O of N Z U) --- --------- o =-i�t- - . It U _ —'"r'_rus- ` ..[.#.y�YR"'"-- us= — Uf"-:—_ _`�---_ -- us_ a:.caa, r- — - ,ir_ _ _ , E EXPANSION JOINT PROPOSED N Mo + CDPROP LIMIT OF LIMIT OF + N o NEW PAVEMENT NEW PAVEMENT M N FQ-J NJ N N U- N ALDER AVENUE 2• 42 _— _g—___G---.G—_—_g—___g—•---g--—g----G_--FG—_. _. — G _g----g--__g—__—g—_--g__.. _g_--_G___g____g_..___�___.g____.g_—_._g_—__g_---gG____gg____ _—_.—G� PLAN DRANAQE DETAL SCALE: 1" = 10' CONSTRUCTION wil"MS J ; J J n a 3 O. n m Z O m ♦ b CO m �<$ ininu- ~moo in in (in u- 1320.98 TOP j TOP OF i 1...!- RAILING 1 i J + � � � 1 -� � -;•- � ; - - � -� : . ' r ' �_ .' 1320 1320}1 ! , ; TOF -1 i- 1 f FAf bACK Oi, WALK ; 1317.98 I I 1, 1 MATCH L EXISTING 1317.24 E7(IST. 16U1141D; ? # a ', a ! - BEHINDA 1313.94 OF FOvTI 1�3 i` ; ? 1r1 { - �-_ --- -1 - 9 3 l i i i 1 TF TF BbTT0M 6F { FOOTIINi I ( jI I { { # i i I ( ` -_ - 1in �yrtH ALO WALL T; i! GOTAIL� I 4�1 _ I 100+00 Underground Service Alert SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT 1-800 227-2600 100+50 110+00 110+50 WALL PROFiE AT FOOTH LL BOULEVARD FROM STA. 11+17.02 TO STA. 13+00.00 SCALE: 1 " = 20' HORIZ 1 " = 4' VERT SEE SHEET 5 & TYPICAL SECTION DETAIL AT RIGHT 110+83 REVISIONS O5 PROTECT IN PLACE © REMOVE EXISTING O7 RELOCATE EXISTING Q9 CONSTRUCT 8" C&G PER CITY OF FONTANA STD. PLAN NO. 1003 10 CONSTRUCT 4" THICK PCC SIDEWALK PER CITY OF FONTANA STD. PLAN 1015 (WIDTH PER PLAN) 14 CONSTRUCT DISCHARGE STRUCTURE PER CITY OF FONTANA STD. PLAN NO. 124 15 CONSTRUCT 18" RCP CLASS III 2000D 1© CONSTRUCT MASONRY RETAINING WALL PER APWA STD. 618-1 TYPE A 1® INSTALL METAL HAND RAILING PER APWA STD. NO. 606-1 TYPE A ® CONSTRUCT CONCRETE COLLAR PER APWA STD. NO. 380-3 ® CONSTRUCT 8" CURB PER CALTRANS STD. A87 TYPE Al -200 "A" CONSTRUCT TRANSITION STRUCTURE PER APWA STD. 342-1 MOD. ® CONSTRUCT CONCRETE SQUASH BOX PER DETAIL HEREON APPROVAL I D",� I Awm m_ I DATE SQUASH BOX LENGTH 6' #7 ®7.5" OC ! t t CONCRETE T 10" BACKFILL air " . 6" " (560-C-3250) ts" ,•t �' ` �. ` , j 12" BEDDING `I T • i" 'b• i I I= i71=1f i =i i1F--STI-1 I F=1 11=!i� _I= Ii =� ,,��1i�1�;,.1!��- ►I—i1�; 4t;i;_�lyi=-i�= `'i:i�"' ! I- �sll� -111 11 1—Ili-111- -I f ►!! I. I i t I I I #4 ® 7.5" OC UNDISTURBED SOIL (Ti SQUASH BOX DETAIL NOT TO SCALE NOTE: END BACKFILL & BEDDING AT STA. 40+88.23 SQUASH BOX ANGLE PT. STA. 21+94 TO STA. 22+02.83 51A. Z1+11 IU SIA. LL+ISL & 3.5 STA. 21+94 TO STA. 22+02.83 23 TCIST. PC OP. -\ SIDEWALK I PROP. TC • �1 6" 11_ ' t REMOVE EXISTING PCC 6 CURB AND RAKJW DETAIL NOT TO SCALE SEE SHEET 7 EXISTING GROUND FINISHED GROUND AT TOE FACE OF PROP. WALL H=4'8' MAX, CONCFffM MASONRY LW FETAIM WALL TYPICAL SECTION DETAL STA. 11+17.02 TO STA. 13+00 NOT TO SCALE SEE SHEET 5 DAVID EVANS ANDASSOCIATES INS:. 800 North Haven Avenue, Suite 300 Ontario California 91764 Phone: 909.481.5750 01/26/06 RdWM HART DATE: REGISTERED CML ENGINEER #39595 DRAWN BY: GTG DESIGNED BY: EXA CHECKED BY: SAW CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS SCALE: AS NOTED HORIZ: - VERT: - DETAIL SHEET DATE: 01/26/06 DR. N0. SHErr .140. ,ROVED. 41 MY Y •INFFR RC t 3890 4 OF 11