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HomeMy WebLinkAbout4312-16[401 REMOVE EXISTING AC PAVEMENT EXISTING R/W 42 REMOVE EXISTING CURB W 43 REMOVE EXISTING CURB AND GUTTER 14 9 42 14 34 16i O 44 REMOVE EXISTING DRIVEWAY 32 34 Q 1", — z ❑ - Wi — No. A R L T ® 89-59'5911 50.0' 78.54' 50.00' 29 220 37' 1 2" 65.01 25.661 13.00, U 16 U o 9 32 28. 5' 34. 5' GATE, MAIL BOX AND TREE REMOVAL a' U - SHEETS 47-51 o - d- U 0 6' 0' i FOR INTERSECTION DETAILS o rn O ~ N 44 44 - I� o - SEE SHEET 37 • i ro U n N N W U U ' W I O to U W J F– Ih '� II W W W m 1 U U ( I W rn co > > rn O a n 1 I- m o J oo W 3 2 °' U °) U J J 34 w v I` U O i N I J Z W N F- — W J W >- J Q Q +" N Ln CO O O 3 9 z ` a JQ CO J — W QW N>r•> � 6)mp + + + O O 1 II ml O W N CD p M M o0 0D m — M V r) woo O O O I 1 14 " M U O - Q c� rn N F– + w + L� + - . _ o i F– ° a _>-as •J �O� U +� N~ 0-1 + n rnwrnLL- rn cov + � v rnON � ,Oz O N I — + o+ . J — o I 236-181-17 236-171-19 M - + n U a U m J CD ao z. 0 o n O M p Ir) a— rn O —+ i W N tC) N d D O i m m �+ O M O r� W M r) O r- m 0 M — I— 1 — F- 11 +' O± Z i LLJ z 236-171-17 � r _ — Co + o � N � _ w, I 236-171-75 N o 236-171-76 lq-M o M _ 3 6 SEE SHEET 5 3 2 6 4 2 Co Ln v, rn In N H p o Co o a tO a 0 q a 'r) I_ ! J rn p N om— —� J n Z O F- J F - LIMIT O F GRADING +" �) w ti r- m O M- W rn Q rn - Ln FOR DETAILS v o m x 0o " "' `�) - w v " N m cn — U C� I� — L O — F- I I N p I n CD W N O (/) � — � � rn _U EXISTING i _ Q - + + + + � + Ln � I + + + z 2 2 + o 12 PROPOSED R/W -- 0- R/W II N N N N < N In a 44 � � -_� - EXISTING R/W U c9 + - z 00 ' o� l i CO - L01 ��IQ0 12 ---- 12 ��-cn - - - Iwo 9 -m � 23 zl orf EXISTING 2 21 -- Ln / i 5,j �E > I -'t R/W _ 2 I 4 4 _-, - ---- - 2 � � � ' 9 12 - - O - 1 r 2 __.. ' I 5------------------------------ 26(_ 28 ) N O m -- -- - --------- -- --- - - + - --- - - - = =--- i "'.::^ -;. (3? 26 _ -' 31 3 44 6 �- _ �n 44 I2 40 40 0 O 44 o 0 9;:� I I 44 I 6 M �;.. ; M I Ln v>fi '� z*;' I 2 I , 1 40+34. 00 EC r- _,« .. 32 44 ,- 44 SAWCUT 0 22 21 40 I� 40 ---- �- 43 4 N89° 49' 1 5"E t - 1.00 RTI H Q ------ -I------ --------------- -------- ------------ -------- -- - - --- - - --- - --- ---------------------------- -- - --- ------------------- --- --- - ----- --- -- - - -- - -- ------ ------ --- ---------F------ W o �< . - 131 132 133 - 134 135 136 137 142 ' w� � w LU _�31 JURUPA AVENUE N 31 43 _ 95 W 22 Z N � 140+34.00 BC 40 rn J W M Z W Z Q Q 134+22. 17 JURUPA AVE.= - LU 1c9 Q oo I 40 '5. 00 RT I `Q V � � J 22 - I- I 40 22 °' - v cr r- �w 14C+80. 27 JURUPA AVE. = H N o N N 10+00. 00 APR I COT AVE. v o O 1- w O 1`– o z 43 Co 1– W 00 1- °0 f U rr m M . I- �, ry � °' ' - 10+00. 00 ALMOND AVE. • + o w _ii-_ - 140+63 i Q N OZ(Y M ti F- _ _ + O + U)W CD CO W + O — W I� __� _.._ - _- .._ _�_ - - - 42 + o .00- v.._ -. S _ ` -_ frd'. ",, ...,5m„N_.__.......,� k .....___-'".....--...,..=. .r...-_-...._. \V -1 f�i{�.._.-- -.yl� ..,:.N �" <Y ■ V {.L 1' / O 17 ■-... _ r..r." O - _N m — — — Ln -- __ �_ M LnWQ N O m _E — N m F– _s --------------------------------------- -- o m 4 - - 120 MEDIAN TAPER _ __ �_-_p 20 MEDIAN TAPER __l. + \,EXISTING R/W 5 -� { O 3i 236-421-09 2 7 236-421-31 5 N 236-421-32 236-421-56 236-422-32 236-421-57 - -, 42 27 p CONSTRUCTION NOTES "' �� : 236-422-33 , �, , � �� �^ _ O CONSTRUCT 61/2" AC OVER 4" CMB 16 CONSTRUCT COMMERCIAL AND INDUSTRIAL DRIVEWAY WITH PARKWAY SIDEWALK PER CITY OF FONTANA 32 POWER POLE TO BE RELOCATED (BY OTHERS) 236-422-10 44 O CONSTRUCT MEDIAN TAPER PER SPPWC STD. PLAN 140-2 STD. NO. 1002 SHT 2 OF 2 34 RELOCATE EXISTING WATER METER (BY OTHERS) ® O GRIND EXISTING 2" AC PAVEMENT AND PLACE 2" OVERLAY 21 CONSTRUCT 8" CURB & GUTTER PER CITY OF FONTANA STD- NO- 1000 36 RELOCATE EXISTING FIRE HYDRANT (BY OTHERS) 9 O RELOCATE TELEPHONE CABINET BY OTHERS 22 CONSTRUCT 8" CURB PER CITY OF FONTANA STD. NO. 1000 39 CONSTRUCT LOCAL DEPRESSION PER SPPWC STD. PLAN 313-I, CASE E, H = 2" 23 CONSTRUCT STD. ACCESS RAMP PER CITY OF FONTANA STD. N0. 1003 II CONSTRUCT PCC BUS BAY PER CITY OF FONTANA STD. N0. 1005 ADJUST SEWER MANHOLE TO GRADE PER INLAND EMPIRE 12 CONSTRUCT 4" PCC SIDEWALK PER CITY OF FONTANA STD. NO. 1006 26 ADJUST WATER VALVE TO GRADE PER CITY OF FONTANA STD. NO. 6000 42 UTILITIES AGENCY STD. PLAN 0 O 14 CONSTRUCT RESIDENTIAL DRIVEWAY WITH PARKWAY SIDEWALK 27 ADJUST MANHOLE TO GRADE PER CITY OF FONTANA STD. NO. 2000 44 RELOCATE 4" COMBINATION AIR AND VACUUM RELIEF PER CITY OF FONTANA STD. NO. 1002 SHT I OF 2 (MODIFIED) 31 CONSTRUCT TYPICAL MEDIAN TREATMENT, SEE LANSCAPE PLANS VALVE, PIPING AND APPURTENANCES PER IEUA DETAIL HDR ENGINEERING, INC. 2880 MARKET STREET, SUITE 100 RIVERSIDE, CA 92501 (951) 320-7300 \\ora–filsrv01\ustnproj\200093\003\project–drawings\layou ts\200093e08.dgn TOLL FREE -qmmmw- 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 12/4/2007 REV. I REVISION DESCRIPTION 8:44:20 PM DFLTUSER DATE I ENGR. I CITY I DATE 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. Go — 236-521-28 236-521-29 CURVE DATA No. A R L T 22° 37' 1 2" 65. 0' 25. 66' 13. 00' 3 I 22° 37' 1 2" 65. 0' 25. 66' 13. 00' © 22° 37' 1 2" 65. 0' 25. 66' 13. 00' 115 1, 80° 00'00'' 2. 0' N/A 6. 28' SCALE IN FEET 0 40 80 120 Prepared Under The Supery I s l on of CITY O F F O N TA N A, C A L I F O R N I A y of �ff e�o JURUPA AVENUE STREET IMPROVEMENTS KIM cm DRAWN BY: MM LAYOUT PLAN ALE. SC i" = 4.0' C 57374 . 12-31-09 DESIGNED BY: STA 130+40 TO STA 142+40 °A sT civic KRW 12/5/2007 qre o F c NOCHECKED BY: APPROVED BY: I DRAWING NO.: 16 Date 12/5/07 TK /-,/1 % /��.olM.w� B3�Z6/O� 43 12 CITY ENGINEER R.C.E. 51152 DATE: 47