Loading...
HomeMy WebLinkAbout3890-4ASTIN. %Nl 1314 WALL 6 -- g F 131 - - - _ � ~� r- :.•...=-:+— _ _ —_ S- -` 131 . _-._�--- --- -----�---• -- � •_... ----- ----- - •- .�i •~__~, --- t _ - - �f.,.,..._ - 1 i t1` �- 1 �� 1- -----•�s� --•--- � i - -- � - - tS - - � •- 1 f E _ i �'�•- `�-.' - -til^- �~ 1? �.'. r_'_a� . -_`_ �`.. r_- ... _..-J_._—_. �— __._._ i.. .-_' _t—.._ ! --_—..i-- _ �_�_L__-.�_....T_�._ I EXIs- KING f }-- - - - ----- ... 18' .R CP " •r :'.7•_ � . _ �-:�, 1 - - -- - ._ � . --.. --_`. _.,..._.` _ _. - - ti 1 •�..; �..-�-..fy. - r _ �. � 1 , I , F .i i r 13 3 13 4 -32 --- _ _ 1309:38" L - -- - - - - - - - — - - - - --- - - - - - - - - - - a 23.59 ) LF i I I I 9C.53 LF f 4 m ' G®hIGRET£ B CKnLL- 04 --- - - - TYPI . BACKFILL --PER CITX A - FONTAIllk STAN _- -- _ i !_— _ _ w & BEDDING HALL BE °p t SQ H BC, ; CO oaD- t t 1 'm PRaR ISIQNS 0 - F ��'�- - - - ! -- - - ---- - - - - R - `- - -b -1 �` - - ¢ - �- 14 - HERE - - • -_ - _ -I - -- ..._ i_ - - -- - - - --- -' - I— DETA� N ----- ----- -- I - - - -- - - -' to M --- - ► I - ------'- -- - - --�- --- --- -- --- - - _.)1 �� _. •- _ - - - .. ' - -- -' - - --- 130,5 Z ern i 3 �n-v�-) - "tin Lt- 1 LF 9 0 40+50 41 •}-00 PRC*:"41 +50 + - y f SCALE: 1 " = 10' HORIZ 2' VERT f � � SEE SHEET 4 11 M -s / EtJ QZ� + Z - a n ` ` BACK OF W + t ROPOSED EXIST. RjW do BACK 14 'd a SIGNAL NAL 07. 5QU X IL 470- 20 L=9h C)do - , J - +-=90.53 (i _z % clm y 1 - 32-. d _ Od +-- '` - - --«•- - _al, -�- -- - - -� - i�J- - - _ - - - - -1� = _ _"r_ -` �7R-"i,,1'= = Ir _ ,1}-CI�7Y_ ilf-�' - ^ - -wr"_ _�'- _-�-=1-f(I -- "'!fF = "- - -W�= ^U7—�UF ^ -�• -11!`� - - - - - - - _. `u1'- j,p _-LI.Vt—=��'-lii.lia- -11F- - - Uin'�31u - --•{ CONC BAC EXPANSION 1:3 EXPANSION S ETAIL PROP C&G g JOINT JDINIT REON + C - -�.o n 'r'�• - 32 In m PROPOSED N a r KIST. '�XISTI G LIMIT OF + ai PROP LIMIT 0 jj `~ NEW PAVEMENT + o NEW PAVEMENT 8" Rr'rF C 8 � RELOCATE PP r� EXIST EP IPE 5 1 IG EADWALL 0 7 J vrnt BY OTHERS II _ ALDER AVENUE 1 —�� — _... c__-'_c__--__r...-__;____c...__—c--—R----c---rc----c----r----c----t___—�--__F__—_c----c--—c---_c--_ _6 _ -a__"—c--•^—�-- _r—__—z-•—_—:__—c----i-- _;____c___ PLM EA&MCIE DETAL A /\l� p,� � SCALE: 1" = 10' 3 n CONSTRUCTION NOTES PROTECT IN PLACE 3 a REMEXIEXISTING•J � � N pNm + p CU REMOVE EXISTINGm C ) �: + � RELOCATE EXISTING © • o CONSTRUCT 8" C&G PER CITY OF FONTANA STD. PLAN NO. 1003 � o (n t j U CONSTRUCT 4" THICK PCC SIDEWALK PER CITY OF FONTANA STD. PLAN 1015 (WIDTH PER PLAN) r. _ - - _ _ 4 CONSTRUCT DISCHARGE STRUCTURE PER CITY OF FONTANA STD_ PLAN NO. 124- 132Q.9 - •- TOP OFN-1 -- -TIM I - -, i ! - - _ - CONSTRUCT 18 RCP CLASS !II 2000D RAILING I 1320 (1317.98) TIM MATCH EXISTING - 1317.24 WK 1313.94 TF 4 _ CONSTRUCT MASONRY RETAINING WALL PER APWA STD. 618-1 TYPE A 1320 - INSTALL METAL HAND RAILING PER APWA S. NO. 606-1 TYPE A 31i W - CONSTRUCT CONCRETE COLLAR PER A�VA STD. NO. 380-3 �— CONSTRUCT 8w CURB PER CAI -TRANS STD. A87 TYPE Al -200 'A" I CONSTRUCT TRANSITION STRUCTURE PER APWA STD. 342--1 MOD. . 1313 9 CONSTRUCT CONCRETE SQUASH BOX PER DETAIL HEREON OMNI 0 an MEN EMS sommul TF--- - --- �F FDOTIN -; -- a JA I l ' - RECORD DRAWING 1310 1 ; 1 100+00 Underground SECTION 4216 IrLl 7 OF THE GOVERNMENT `�•t COW A DOG XM 11DENlTlICATION �j FOR YOM DOG AIJERT I.D. NUMBER CALL :11 .It �-TIH A11 L- --� - A - I T I141 THE INFORMATION ON THIS DRAWING IS OBTAINED 310 FROM OTHERS AND MUST BE VERIFIED PRIOR TO USE OR CONSTRUCTION. THE CITY OF FONTANA, 100+50 110+00 110+50 110+83 IS NOT RESPONSIBLE FOR UNDERGROUND FACILITY ' LOCATIONS OR DEPICTIONS. ALL ABOVE GROUND _WALL PROEL E AT F0071- LL BOILLEYAW FACILITIES CAN BE READILY SEEN AND VERIFIED BY THE PARTIES THAT INTEND TO USE THEM_ FROM STA. 11+17.02 TO STA. 13+00.00 SCALE: I" = 20' HORIZ 5 1' = 4' VERT SEE SHEET 5 & TYPICAL nuc c�5�0/yq� s mmmDN MiS F/" i 7 SECTION DETAIL AT RIGHT OQ 1<1\3• M��/N Fy No• ao •, � �' r t � ' « � i11i1� 1 PROP. TC SQUASH BOX LEWM = 6' f7 ® 7.5" OC e`• �-�,L•. ;t•t j;�-.'L�.1•, f `'• r' •,�,-•.-L f ,+,� .• � 1'�tL aLy 3 ',Y r-1_+• CONCRETE fS , •- L ,j t - •, , �• ', .•s• - . _ "7"`-� `- '•• ' L. 1r•�f .1d' BACKFILL (560--C-3250) �° , y-;' t ` ,- - - �- {. . �- • : :�• - • � ' . :' ` • � ' . _- 1 - < __ ,;i:-.�,• w BEDDING r .f.• •6 ,� I •� •;: 2 :a• tea.. - - .'+�•- :.. -,-• _ 'w- =I f f=fil HT1,, . ► �__ --ITS I- (! �aT�� 1�= I 1=4 P -! 1;1- UNDISTURBED #407.5"OC SOIL (TYP) SQUAW BOX DETAL NOT TO SCALE NOTE: END BACKFILL do BEDDING AT STA 40+88.23 SQUASH BOX ANGLE PT. STA 21+94 TO STA. 22+02,83 J I N. /- 1 'Y 1 1 I V J' m LG-YOL ac 2 3.5' STA. 21+94 TO STA_ 22+02.83 PROP. SIDEWALK TC 1 6" 4 REMOVE EXISTING PCC 610 CUFF AND RALNG DETAIL NOT TO SCALE SEE SHEET 7 EXISTING GROUND _ FINISHED GROUND AT TOE FACE OF PROP. WALL H=4'8' MAX. CCIICCI ' MASOMY UW F ETA C40 WALL TYPICAL c EC.'TM DETAL STA. 1 i i-17.02 TO STA. 13+00 NOT TO SCALE SEE SHEET 5 DAVID EVANS ANDASSOCIATES INC. 800 North Haven Avenue, Suite 300 DRAWN BY: Ontario Califomia 91764 Phone: 909.481.5750 DESIGNED BY: sTREET 01IlmvEmsf r PLANS sc-IIE: 1'a 20' HORIZ: AS NOTED MOTHLL BOULEVARD VERT: AS NOTED STA. 11LM AND DATE: X71 . 15 TO STA. ��1 15+50 01/26/08 ` ROVED: �c.G„DR. N0. NO. CRY ENG14EER RCE 51152 3890 4A OF V