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HomeMy WebLinkAbout4312-20I A 1 L T 30 900 00' 00" 50. 00' ...� 50. 0' + — Ln 78. 54' 50. 0' -i -- - - 1 I = i o EXISTING TC rn— m _ 000 w ---c — — H ........ I -t -- - _.- W —955 W 2 WCO) 260.00' _ Z - -_-� _ J Uj loop ! =W_ } I .. - V � I + 1 �. o C4 N j Iry Idu ISI 182 183 184 185: 186 107 • FOR INTERSECTION DETAILS REMOVAL NOTES WI SEE SHEET 38 236-201-02 1 ! I Ul CONSTRUCT 61/2 " AC OVER 4" CMB 10 1 0 40 REMOVE EXISTING AC PAVEMENT O 1— 32 > ij PROPOSED R/W O 4 CONSTRUCT MEDIAN FLARE PER SPPWC STD. PLAN 141-1 J F- 1 92 41 REMOVE EXISTING SIDEWALK O i 120' MEDIAN TAPER J -' � 0 Ir i� 32 5 CONSTRUCT MEDIAN TAPER PER SPPWC STD. PLAN 140-2 0 0 0 0 46 I 46 � 237-121-02 42 REMOVE EXISTING CURB o r o 0 0 1 I 1 p O6 GRIND EXISTING 2" AC PAVEMENT AND PLACE 2" OVERLAY LO u7 0 0 1 ! �' 34' 1 = 32 � 42 42 0 � o rn v i� I c� 40 0 �- F_ 43 REMOVE EXISTING CURB & GUTTER Ln v — Q I z Q' F- 1 -i-1 0 ! 2 rnl !ice 0 32 9 J a o �, 42 1 1 w 44 REMOVE EXISTING DRIVEWAY g RELOCATE TELEPHONE CABINET BY OTHERS • W CL m>_ w W U ; �' i U Z m O J W 0�i O F— O a m i ! I w O w 06 `t r- w M -� w I I CONSTRUCT PCC BUS BAY PER C I TY OF FONTANA STD. NO. 1 005 LO (_0 Ln - Ln m u7 O O I Ln f- w 0 0 > - 237-122-07 N N r• ti r• O O o f i N OI I p U J J J Z p O — Q W — W > Ln O W, 0 1 1 0. W O O N p a^ � u7 J Q ao O M o a0 D rn fes- oo 1 +I O - a o m 0 12 CONSTRUCT 4 PCC SIDEWALK PER CITY OF FONTANA STD N0. 1006 Ln u7 0o u7 O m rO u7 Ln O O > o I I I-- O N> + + 0 O rZ z Q m Vi D' CD Z LU m + w h— 0 2 7 • co O + o O >- O Ln a I-_ m Q w m w + rn + rn + + + + O i -1 ZI + o - _ 00 z 00 r- 21 CONSTRUCT 8" CURB & GUTTER PER CITY OF FONTANA STD. NO. 1000 � , I + O � oD � ao N �O Z ao J oo J rn Z rn a> rn +O i i ! p v a0 w - c� - - + 0I— O w dS O o O 0° o °0 O a � N - w - w- w - - - - r� J 1 i ! ! - M - co + J wN p U o o o ro o o x + EXISTING 27 22 CONSTRUCT 8" CURB PER CITY OF FONTANA STD. N0. 1000 i - + z r- m v SIDEWALK 44 PROPOSED - o v r �o c0 c0 w O w CONSTRUCT STANDARD ACCESS RAMP PER C I TY OF •.. i � . � : --- - � � °° O � + z + +' � � rn � o z � , _".v. _ � ..._ FONTANA STD. N0. 1003 R/ W i 4 I 142 LF - w , c� °° w o u7 -T L_N _- 22 0 in 1 2 2 I in aD w co 00 - N CO Z ao o w--- EX I S G + 26 ADJUST WATER VALVE TO GRADE PER C I TY OF FONTANA STD. NO 6000 23 U N �0 I u7 1 42 LF ,, r r -, 2 I � r` 00 1 40 _- 1' 2 23 ,t .�, • � u7 +-E E 2 - - - - - - --� = ----- --- -- - - - - - ------------ - - -------------------------- ------ ----------------------------------- - - - ---- --- -- ---------------- c - o o - = -Ln -U-RUP A A► V l� E _ -- - 6 - - -- - 1 +-00:�. 00 -1.00' RT Qr ___ - , _ -_._ _.- o 2I 1 + + 180 76. 00 EC __ _ _._ _ - 40 -� __ -- �� --F al m I S0 IT _ ----- -- - __ JOAN EXIST. 6 CURB SA 1 4 0 U, k f,C �- 00 40 I 17. 00 RT I rn -- __.W. rn b- - 4 0, LINE A_ - -- r r - o , �i ----- ----------- - -cm - �Q 1 80 j 181 r- 182 42 183 184 185---=`---- _ �., 186 __----___-_ I $7 00 1 88 1-88+45 42 1 89 4 19 H 3 I - _ ._ _ _ _. _ _. �- y 8 I r- / W 1421 W 1 40 1 o i 8 Ln in 3 I 4 2 40 ;, 3 I r- u7 W to W C° 180+76.00 BC wc0 22 SAWCUT LINE 189+17 1 Ln co - Z Z -� °' 24.00' RT 1 42 = W W J W 2AD 18029 oDm Q J I Di;fi :�.--_ __�_- _-----� -- - - - --�--_-_ - - --- -- --- ---- - -------- -- - - ------c - - - . c� I 1 8 0+ 3 3 4 2 �f. �-------- ------ ------------------------------------ - ______-_____. ---- - - - ---- - --------- {---- - - ._ ____ Ll � � -► I ,��' - � � � I 2 ADJUST MANHOLE TO GRADE PER CITY OF o m m a + � 1 80+ 1 7. 75 JURUPA AVE.= O 1` EXISTING R/W N + C> v ~o 10+00.00 00 LIVE OAK AVE. i' o +' FONTANA STD. N0. 2000 0 CONSTRUCT TYPICAL MEDIAN TREATMENT, o - + I------------------------ vi 193-281-14 Ln - ____1 - - - -- - - 42 0o w 0 N - -00 00 00 0 3 I SEE LANDSCAPE PLANS �.n - S. P. R. R. - N - -I o 4 2 237-341-44 237-341-45 rn Z + 42 0 6; 32 POWER POLE TO BE RELOCATED (BY OTHERS) EXISTING \� � --,26 I _-----' � 0 42 27 PROTECT EXI - co 40 RO ECT IN PLACE 73' ,� 27 + M o 42 ADJUST SEWER MANHOLE TO GRADE PER INLAND CURVE DATA CURVE DATA CURVE DATA co o EMPIRE UTILITIES AGENCY STD. PLAN No. A R L T 30 900 00' 00" 50. 00' 78.54' 50. 0' 38 890 59' 55" 50. 00' 78. 54' 50. 0' No. A R L T �9 22° 37' 1 2" 65. 00' 25. 66' 13. 0' 40 220 37' 12 65. 00' 25. 66' 1 3. 0' No. A R L T 8 I 1800 00' 00" 2. 00' 6. 28' N/A ® 1800 00' 00" 3. 50' 1 1.00' N/A REV. I REVISION DESCRIP11ON HDR ENGINEERING, INC. vl"LTwo WORKING 2880 MARKET STREET, SUITE 100 YOU DIG BEFOREYS DAYOU BDIGORE RIVERSIDE, CA 92501 TOLL FREE I-800-227-2600 (951) 320-7300 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ora—filsrv01\u stn proj\200093\003\project—drawings\layou ts\200093e12.dgn 12/4/2007 8:45:31 PM DFLTUSFR DATE I ENGR. I CITY I DATE NOTE: SEE TABLES FOR EXISTING FENCE, GATE, MAIL BOX AND TREE REMOVAL SHEETS 47-51 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. - 44 RELOCATE 4" COMBINATION AIR AND VACUUM RELIEF co VALVE, PIPING AND APPURTENANCES PER IEUA DETAIL SCALE IN FEET 0 40 80 120 Prepared Under The Supery 1 s f on Of : CITY OF FONTANA, CALIFORNIA RpFESSaNA`� JURUPA AVENUE STREET IMPROVEMENTS DRAWN BY: " S T.1'M m MM LAYOUT PLAN SCAUr I " 2 14-C ` C 57374 ' Exp, 12-31-09 ,� DESIGNED BY- STA 178+40 TO STA 190+40 DATE: sT CIVIL a,P KRW 12/5/2007 qrF o F c pvF °� CHECKED BY: APPROVED BY: DRAWING NO.: 2 Date : 12/5/07 TK t JL,,�•ti�jGt 4312 CITY ENGINEER R.C.E. 51152 DATE: 47