Loading...
HomeMy WebLinkAbout4859-6e i i i I i i I i i i i I i I I I I I i a 64 I 1 1 f —►---I I l l l l I BEARING RADIUS LENGTH TANGENT AO N 89'30'50 E c 8.64' I ! I I I I I a I I 1 I I I f I I I I I ( I I a ! I t l i III I J I 1 I I I t E e I I I I { I I I I 1 I I 1 I 1 t Y ! I F I 1 I I I t I I { I I I t e I , ( 1 ! 1 I I I I 1 1 1 1 I I I I A I 1 I I I 1 I Y 64 I 1 1 f —►---I I l l l l 1 I I I I I I I 1 e o / 1 I I I I IA(STALL 373.!07 LF I I BEARING RADIUS LENGTH TANGENT AO N 89'30'50 E c 8.64' I ! I I I I I a I I 1 I I I f I I I I I ( I I a ! I t l i III I J I 1 I I I t E e I I I I { I I I I I I 1 I I I 1 I 1 t Y ! I I I F ! 1 1 I I 1 I 1 I e I 1 1 I I I I I I I 1 e o / 1 I I I I IA(STALL 373.!07 LF I ° t i I i ► � { I I 1 I ! ! I I I � cr�l 1 1 i i 1 S Y 1 e 1 1 I I I I I 1 A I I I I ! { I I II ! 0 BEARING RADIUS LENGTH TANGENT AO N 89'30'50 E --- 8.64' --- © N 44031'07" E --- 9.32' --- © N 89'30'50" E --- I I DO N 89'30'14" --- 374.13 --- I N 44'30'14" E --- i --- FO N 45'29'46" W --- 38.18' --- REV. N 002946" W --- 13.00' --- REVISION DESCRIPTION DATE ENGR. CITY DATE I I , 1 ! I 1 i e 1 t t I I I ° t i I i ► � { I I 1 I ! ! I I I � cr�l 1 1 i i 1 S Y 1 e 1 1 I I I I I 1 A I I I I ! { I I II ! 1 1 1 1 1 I I 1 I . . . I 1 I I I F I I I 1 1 • 1 1 . , I I I I i . i i I— 1 1 1 I 1 � I I 1 F t t I a 1 1 I I I I I I I 1 1 I 1 1 I 1 I 1 I I I— - I I � I { I I � I I I i I I I I I I I { ! ! I I I o ! I I ! 30" CP I (D I I I 1 1 I 1 I I t 1 I I I 1 I I 1� I { ( ! I I I I ! 1 I I ' I I I I 1 I I I I I I I I 1 I I I L /II�� I a ! a Y 1 I f I I 1 1 I 1 1 ! 1 I ! I I I I t I Y I I I I I I 10 12 13 14 15 16 17 18 2 1 °O RIGHT OF ENTRY AND PROPERTY OWNER ACCEPTANCE TO MAINTAIN PROPOSED STORM DRAIN c� o ARE REQUIRED BEFORE START OF CONSTRUCTION. 8 LINE A – SD STA 10+00 o PER DWG j 2832 SHEET 5 �. o W W o = PE SANTA ANA AVENUE �, v �� �NLw W W WW ST STA 694.81.28 J I I \ o L v Lw I � 0. 0 0255-011-30 I 0255-01129 I 0255-011-19 0255-011-18 0255,-0� �- �5 o -a qtr..II F-* Qj- \ Q�G' � 14 -4j Lj IJ z'4 EX/ST RIW R/W 5 1 'I < t L •1 I a. 1 1a I' f 1 l I � ' ISTIN . .. a G 1 ¢ i• r G WATER __ ____ 4 EXfS1' a30 RCPLINE I�\ I\ % \I II w w - SEE IJWG-''1832- - _ _ _ _ _ _ _ _ _ _ _ - - _ = w - ; r w - - - -- w --- w ----- w ----- .� - --- w --- --- - W- A B EXIST W EX/ST My EXIST GAS PRO�'Aq&G �'' EXIST R W GAS G GAS GAS GAS GAS G S AS GAS GAS GAS GAS G GA FAS GAS GASGAS 696 — — 697 0 698 — 699 — 700— t —4 1 1 I- A 3 �- EXIST 3 " RCP EE DW�,�12832 SANTA ANA AVE1VUFFuTuREQ FUTURE C&G — �T R/W EXIST EP C&G EXIST R/W � — 3 � �— I 0255-071-35 FUTURE R/W ^ FUTURE R/W � �� � v O �' LLJ 0255-071-01 \� 0255-071-02 0255-071-03 0255-071-04 IR o0 00 `p a� 4i I I I I I II 1 I y. I �"� ��� W o BASIS OF BEARING CEN7FRL/NE OF SLOVER AVENUE BETWEEN SAN BERNARD/NO CO. SURA GPS CONTROL MONUMENT NOS 21158 & 21219, BEING THE /NTFRSECRON OF CITRUS AVENUE & CYPRESS AVENUE RESPECTFULLY, BEING: N89030'14"E. BENCHMARK NO. 291 PERPETUA TED: TRANSFERRED ELEVA77ON FROM CITY OF FONTANA BY 291, A RR SP/KE /N PP NO. 586962H, LOCATED AT THE NE CORNER OF OLEANDER AVE & SANTA ANA AVE, ELEV. 1047.36, TO THE TOP A "PK" NAIL & BRASS WASHER, STAMPED "CITY OF FONTANA BM'; SET ON THE TOP OF CURB I' NORTH OF THE NORTHERLY END OF THE NE CURB RETURN AT OLEANDER AVE & SANTA ANA AVE ELEVATION.• 1044.75 o DIAL TWO WORKING BEFORE DAYS BEFURE YOU DIG YOU DIG ra.L FREE 1-800-227-2600 A PUffi.IC SERVICE BY IArDER SERVICE ALERT 0 BEARING RADIUS LENGTH TANGENT AO N 89'30'50 E --- 8.64' --- © N 44031'07" E --- 9.32' --- © N 89'30'50" E --- I I DO N 89'30'14" --- 374.13 --- I N 44'30'14" E --- i --- FO N 45'29'46" W --- 38.18' --- REV. N 002946" W --- 13.00' --- REVISION DESCRIPTION DATE ENGR. CITY DATE I I , ! I 1 1 1 1 1 1 I I 1 I . . . I 1 I I I F I I I 1 1 • 1 1 . , I I I I i . i i I— 1 1 1 I 1 � I I 1 F t t I a 1 1 I I I I I I I 1 1 I 1 1 I 1 I 1 I I I— - I I � I { I I � I I I i I I I I I I I { ! ! I I I o ! I I ! 30" CP I (D I I I 1 1 I 1 I I t 1 I I I 1 I I 1� I { ( ! I I I I ! 1 I I ' I I I I 1 I I I I I I I I 1 I I I L /II�� I a ! a Y 1 I f I I 1 1 I 1 1 ! 1 I ! I I I I t I Y I I I I I I 10 12 13 14 15 16 17 18 2 1 °O RIGHT OF ENTRY AND PROPERTY OWNER ACCEPTANCE TO MAINTAIN PROPOSED STORM DRAIN c� o ARE REQUIRED BEFORE START OF CONSTRUCTION. 8 LINE A – SD STA 10+00 o PER DWG j 2832 SHEET 5 �. o W W o = PE SANTA ANA AVENUE �, v �� �NLw W W WW ST STA 694.81.28 J I I \ o L v Lw I � 0. 0 0255-011-30 I 0255-01129 I 0255-011-19 0255-011-18 0255,-0� �- �5 o -a qtr..II F-* Qj- \ Q�G' � 14 -4j Lj IJ z'4 EX/ST RIW R/W 5 1 'I < t L •1 I a. 1 1a I' f 1 l I � ' ISTIN . .. a G 1 ¢ i• r G WATER __ ____ 4 EXfS1' a30 RCPLINE I�\ I\ % \I II w w - SEE IJWG-''1832- - _ _ _ _ _ _ _ _ _ _ _ - - _ = w - ; r w - - - -- w --- w ----- w ----- .� - --- w --- --- - W- A B EXIST W EX/ST My EXIST GAS PRO�'Aq&G �'' EXIST R W GAS G GAS GAS GAS GAS G S AS GAS GAS GAS GAS G GA FAS GAS GASGAS 696 — — 697 0 698 — 699 — 700— t —4 1 1 I- A 3 �- EXIST 3 " RCP EE DW�,�12832 SANTA ANA AVE1VUFFuTuREQ FUTURE C&G — �T R/W EXIST EP C&G EXIST R/W � — 3 � �— I 0255-071-35 FUTURE R/W ^ FUTURE R/W � �� � v O �' LLJ 0255-071-01 \� 0255-071-02 0255-071-03 0255-071-04 IR o0 00 `p a� 4i I I I I I II 1 I y. I �"� ��� W o BASIS OF BEARING CEN7FRL/NE OF SLOVER AVENUE BETWEEN SAN BERNARD/NO CO. SURA GPS CONTROL MONUMENT NOS 21158 & 21219, BEING THE /NTFRSECRON OF CITRUS AVENUE & CYPRESS AVENUE RESPECTFULLY, BEING: N89030'14"E. BENCHMARK NO. 291 PERPETUA TED: TRANSFERRED ELEVA77ON FROM CITY OF FONTANA BY 291, A RR SP/KE /N PP NO. 586962H, LOCATED AT THE NE CORNER OF OLEANDER AVE & SANTA ANA AVE, ELEV. 1047.36, TO THE TOP A "PK" NAIL & BRASS WASHER, STAMPED "CITY OF FONTANA BM'; SET ON THE TOP OF CURB I' NORTH OF THE NORTHERLY END OF THE NE CURB RETURN AT OLEANDER AVE & SANTA ANA AVE ELEVATION.• 1044.75 o DIAL TWO WORKING BEFORE DAYS BEFURE YOU DIG YOU DIG ra.L FREE 1-800-227-2600 A PUffi.IC SERVICE BY IArDER SERVICE ALERT DATA 0 BEARING RADIUS LENGTH TANGENT AO N 89'30'50 E --- 8.64' --- © N 44031'07" E --- 9.32' --- © N 89'30'50" E --- 380.86' --- DO N 89'30'14" --- 374.13 --- EO N 44'30'14" E --- 31.11 ' --- FO N 45'29'46" W --- 38.18' --- REV. N 002946" W --- 13.00' --- REVISION DESCRIPTION DATE ENGR. CITY DATE DATA 0 BEARING RADIUS LENGTH TANGENT AO N 89'30'50 E --- 8.64' --- © N 44031'07" E --- 9.32' --- © N 89'30'50" E --- 380.86' --- DO N 89'30'14" --- 374.13 --- EO N 44'30'14" E --- 31.11 ' --- FO N 45'29'46" W --- 38.18' --- © N 002946" W --- 13.00' --- 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 STANDARDS IN EFFECT. O Q ,OFESS/ hoz Ldm No. 40964 `nqT CIVIC F or CA1-SFO 45'1 � J i 51 I�- % J o c ")v I I O- OW- Z� O-JZw- O�mt' C I I I I I 1 1 t I I 28161 LF!OF! ! 1 1 I I I PR ' P P/P I - 1 I 1 I 1 1 1 1 I 1 , 1 I I � 1 1 1 1 1 ! i I 1 1 (1 1 R, PROF/LESCALE.• HOR/Z 1"=401 { VERT I n=41 CONSTRUCTIONNOTES © PROTECT IN PLACE ® CONSTRUCT CATCH BASIN PER CITY OF FONTANA STD. N0. 3004 (W & V PER PLAN) © CONSTRUCT MANHOLE PER CITY OF FONTANA STD NO. 3011 © CONSTRUCT MANHOLE PER CITY OF FONTANA STD NO. 3013 © CONSTRUCT 30 R.C.P. PIPE "Dp LOAD PER PLAN CONSTRUCT 24 R.C.P. PIPE "D" LOAD PER PLAN © CONSTRUCT 18" R.C.P. PIPE 'D" LOAD PER PLAN ® REMOVE 30" EXISTING R. C. P. PIPE © CONSTURCT PIPE CLOSURE PER DETAIL ON SHEET N0. 2 ® CONSTRUCT 15 X21 "CMP ARCH PIPE ® CONSTRUCT PIPE HEADWALL PER CAL TRANS STANDARD D89A, SEE SHT 2. © CONSTRUCT CONCRETE COLLAR PER CITY OF FONTANA STD NO. 3022 1' Ll 5' 5' 1' MIN.IN EX/SUNG AC 11 q II = AY LIMITS FOR AC " YEMOVE' & REPLACE WITH 6 1/2 AC PROTECT 3 EX/STING C4.5' UNE 95x' NATIVE COMPACTED 12" MIN. NO ROCKS GREATER THAN 3" `•` ` ` '�� NATIVE SOIL 90x' COMPACTED 6" MAX. SHORING - SHOR/NG REQUIRED REQUIRED °==^ �5- NATNE SOIL 90x' COMPACTED (I" MAX.) 30 R.C.P. STORM DRAIN PIPE REMOVAL AND REPLACEMENTS OF EXISTING AC APPLIES FROM THE DOWN STREAM OF STORM DR4/N UNE UP TO STREET STA 697+70 TRENCHDETA/L N. T.S. 40' O 40' 80' 120' SCALE IN FEET Irepared Under The Supervision Of : CITY OF FCALIFORNIA STORM DRAIN IMPROVEMENT PLAN DRAWN BY: SANTA ANA AVENUE SCALE: VA AS SHOWN STORM DRAIN LINES A, A-1, A-2, & A-3 DESIGNED BY: DATE: VA/SN 12/06/10 Date : CHECKED BY: APPRkED Y: DRAWING NO.: 6 FEUPE U. MOUNOS R.C.E. 40964 SN R.C.E.A51152�• � 4859 6 I ENG E SI\DESIGN SECTI❑N\CIP IMPROVEMENTS\SANTA ANA -CITRUS T❑ CYPRESS\SHEET 61dwg Mar 14, 11 - 6108pr� pl- I PROF/LESCALE.• HOR/Z 1"=401 { VERT I n=41 CONSTRUCTIONNOTES © PROTECT IN PLACE ® CONSTRUCT CATCH BASIN PER CITY OF FONTANA STD. N0. 3004 (W & V PER PLAN) © CONSTRUCT MANHOLE PER CITY OF FONTANA STD NO. 3011 © CONSTRUCT MANHOLE PER CITY OF FONTANA STD NO. 3013 © CONSTRUCT 30 R.C.P. PIPE "Dp LOAD PER PLAN CONSTRUCT 24 R.C.P. PIPE "D" LOAD PER PLAN © CONSTRUCT 18" R.C.P. PIPE 'D" LOAD PER PLAN ® REMOVE 30" EXISTING R. C. P. PIPE © CONSTURCT PIPE CLOSURE PER DETAIL ON SHEET N0. 2 ® CONSTRUCT 15 X21 "CMP ARCH PIPE ® CONSTRUCT PIPE HEADWALL PER CAL TRANS STANDARD D89A, SEE SHT 2. © CONSTRUCT CONCRETE COLLAR PER CITY OF FONTANA STD NO. 3022 1' Ll 5' 5' 1' MIN.IN EX/SUNG AC 11 q II = AY LIMITS FOR AC " YEMOVE' & REPLACE WITH 6 1/2 AC PROTECT 3 EX/STING C4.5' UNE 95x' NATIVE COMPACTED 12" MIN. NO ROCKS GREATER THAN 3" `•` ` ` '�� NATIVE SOIL 90x' COMPACTED 6" MAX. SHORING - SHOR/NG REQUIRED REQUIRED °==^ �5- NATNE SOIL 90x' COMPACTED (I" MAX.) 30 R.C.P. STORM DRAIN PIPE REMOVAL AND REPLACEMENTS OF EXISTING AC APPLIES FROM THE DOWN STREAM OF STORM DR4/N UNE UP TO STREET STA 697+70 TRENCHDETA/L N. T.S. 40' O 40' 80' 120' SCALE IN FEET Irepared Under The Supervision Of : CITY OF FCALIFORNIA STORM DRAIN IMPROVEMENT PLAN DRAWN BY: SANTA ANA AVENUE SCALE: VA AS SHOWN STORM DRAIN LINES A, A-1, A-2, & A-3 DESIGNED BY: DATE: VA/SN 12/06/10 Date : CHECKED BY: APPRkED Y: DRAWING NO.: 6 FEUPE U. MOUNOS R.C.E. 40964 SN R.C.E.A51152�• � 4859 6 I ENG E SI\DESIGN SECTI❑N\CIP IMPROVEMENTS\SANTA ANA -CITRUS T❑ CYPRESS\SHEET 61dwg Mar 14, 11 - 6108pr�