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HomeMy WebLinkAbout2801-23+04.87 (10+00) M MEN MEMEMEM ME No WEEMEMEMENNEEMENNEM MEN M MEN 0 ME 0 MOMMEMI MMMMMMM MEMO ME MW 0 010 ME 131115,djo MENEM MEMOMEN M OMEN on OF V AA "AN ME ME No ME 0 SOMME OMENS ME M No 0 ME No ME M mom 0 ONO 0 0 mom MOM MORMON 010� mom IN NNE MEM M M M 0 M MEN No M 0 ON NONE �OMMM ME M MENEM ON M No SOMME F40M 0 SEEN Em����mmoso ME M MEN I ME OMEN M 0 OMMEMEME ME No M M 0 M ON mom N ME N MN w 0 OMMONE ON M 0 M M MEN NOME ON M mom N MENEM ME ON M ME NNE ME 0 0 mom 0 ON M 0 mom No 0 No ■ ■■■■■M M■■ ■■■■■■0 0 ON No ME N No No NONE No 0 0 ME 0 No No OMEN MONO ON mm� 0 mom ON No No M MEMO M IN ON M mom ON M mom M 0 0 No ME M M No M Ems MEMEMMENElmom 0 M NONE ME MENEM No 0 MENNEN 0 OMEN MEMO MENEM No 0 ONEEMENNON NOMEMMMON MENNEN MEMO ME MOMOMME 0 MENNEN ME MENNEN MEMOMMEMN NEESE NNE OMEN ON NNE ME OMEN ME MEN ON MENNEN mmommomom M MENNEN ONE 0 MOEN 0 No ON ME No MMMENOM ME mom MENOMONIE MENNEN 0 0 101010110011001 Ems No SM NO 0 N M ON No I NONE IN M No M 0 No ■■■■■■■■■■■■ ■ ■■No No N = 0 SCALE EET): A SCALE (METRIC)* 0 0 M 0 0 No No M MENEM 0 HORIZ: 1* = 20 ORIZ: 1 cm 2.40m IN 0 0 0 M MEN I 1VER7 0 , in = it VIERT, 1cm 0.12mil M M M 0 M 0 mom ME 0 M NONE 0 IMEM No 0 No 0 M NMI m m Mal 9 OT` V N ME M M MM M 4+72.55 4+87.79 (15+50) (16+00) LEGEND AB = AGGREGATE BASE ' �NGINEEE 24 CONSTRUCT 61mm (0.20') MIN. VARIABLE THICKNESS AC OVERLAY. AC = ASPHALT CONCRETE PL = PROPERTY LIKE GILES ENGINEERING ASSOCIATES, INC. BS =BACK OF SIDEWALK SIN =SIDEWALK (714) 779-0052 25 INSTALL PAVEMENT REINFORCING FABRIC PER APWA SPECIFICATIONS (GREEN BOOK), SECTIONS 3 CF = CURB FACE TC = TOP OF CUR! M'O'TE TO CONTRACTOR �- PROJECT N0. 2G-9804014-1 213 AND 302-7. A .CL = CENTERLINE VAR = VARIABLE CONTRACTOR SHALL REPLACED DAMAGED DATED: AUGUST 20, 1999 EG = EDGE OF QPM WY = WATER METER > CONSTRUCT MODIFIED DISCHARGE STRUCTURE PER CITY OF FONTANA STD. 124. MODIFY ANGLE FG =FINISHED GRADE E = PROPERTY LINE STRIPPING IN KIND TO THE SATISFACTION o 26� =CENTERLINE OF THE CALTRANS INSPECTOR. TO 60' WHERE SHOWN ON PLAN AND CURB FACE HEIGHT AT BOTH ENDS TO 8". CONSTRUCT o� F� FL = FLOW LINE R RIGHT OF RAY = FINISHED SURFACE _ CURB OPENING WITH STEEL PLATE CURB BAR AT BOTH ENDS.`� Fs = G8 ADE BREAK YM HT = HEIGHT ❑ RATER METER 27 CONSTRUCT CONCRETE SIDEWALK PER CITY OF FONTANA STANDARDS. �,�ti�' JM = YAI _ =On pw pw ~ 2 2 > 28 SAWCUT AND REMOVE EXISTING CONCRETE SIDEWALK, CURB, AND PAVEMENT: m w ii ii `f CONC. GUTTER CONSTRUCT AC BERM PER CALTRANS STD. A87, TYPE B. 1^ ii'., if + N N 30 CONSTRUCT 4'X4' TREE WELL WITH PILFER PROOF TREE GRATE PER CITY STD. 141. 11 . 11 3 , ;` -- SEE GRADING PLAN FORA 2 i' c` ONSITE IMPROVEMENTS PROPOSED 5.72m (18.75') `,FEDICATION it $ ' REMOVE ASPHALT RAMP. i 4 qi p TO CITY OF FONTANA � f N IF CURB OR GUTTER ARE � �' i ' ? it �1 PROPOSED R/W A. - ii ii 1320.54 BS ii ii ,< o• O• BACK OF SIDEWALK ki ii w G DAMAGED, REPLACE PER �"� ��ti 0 �'' TO CLEAR R W BY 0.5 0"CF 1320.50 BS 1320.54 BS ii 1319.92 FL dcMl . z,.. 5 411 } E NOTE 21.'� �� . ``� c, '�`° - - - 1 _ 61 E89'4'23 : E'{�SACK Of WALK ' A + : fi` 0 E o 30 G8 m ,ori 1319.9fl .TC 1339..99 TCQ fQ 2 B r -GB _ T -' ".. 0 CF ' O,Cr CONC:*j N 30 rn 13 fi320.46 .FS© 1= . 3 W SiDE'WALIt -� S . `M 30 ;132Q.27 S : 1320.29 f o . ; 3a ivONG. 2$ ►� 2 w R j 1° ' CONC. DRIVEWAY i`A , IV Y SIDEWALK- DRIVEWAY* • - A K- ,.;, � DR � EWA L P � iia 2 D CONC. CURB & GUTTER �y`�s y O o•.o o21 f- �G �G G ��' �,C �1, _._�� yy 6 W o,`l'� 6"W �^sh,�,�� ��NW � ������k ti 4 - F'� � 4 - "� 4 6 W o �: 6 W ,� m q ��� ,� �g ,s, I W , ti N ty ,`��' M o 1.��c�' a~ L �6 W ©r ¢ o c 4 ti 4`t GO G. CUR------8"=�o' o� �• 1a �o° 6;1 0 -----8- VGP ---�L 8 VCP VC �, 1� `L ---------► $ VES---•, {L '� SAWCU T LINE "� „3e°� �5°' °��� . 1 ,ati� �9• „�� ^�,��g �,��°� �ti°�' '` �.��`' tK OVERLAY o g p`?dF5 23 24 3 4 C4 15.5' Ln�� 0 E 0 JOIN C14 JOIN I g 11K 7 04 N, E'� BOULEV) RD Ilk . 3+911.34 W.4m (290.00 -4+115.- -I `,o3+aa) (13+50.00) tK A FOO THIL L +�• ���0 4 '� 20.12 201.20 m (659.94') 3+ 3+50.61 3+65. 3+81.10 (10+0O.00j (11+0O.00j (11+30.00) N89.44'23"E (124,WI FI �+�A Ram 88 X12+50.00) (10+10.00) 1320.25 GRAPHIC SCALE (? (IV) (20') (+0) 6.10M 0 3.055 6.101* 12.20m ( IN VMRS ) 1 inch 6.10 ><n Icm= 2.40m (1 inch 20 ft) NOTICE TO CONTRACT THE CONTRACTOR SHALL ASCERTAIN THE TRUE VERTICAL AND HORIZONTAL LOCATION AND SIZE OF ALL UTILITIES, PIPES, AND/OR STRUCTURES AND SHALL BE RESPONSIBLE FOR DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES, SHOwIi OR NOT SHOWN HEREON. UPOUM W= f� SeeNM 4216/4217 of the Gewe wm* .; J . Code roqukoe a Dig Alert IdonMfWatW Number be Issued before a "Permit to Excavate" will be voNd. , For your Dig Alert I.D. Number oal Under9rcund Service Alert TOLL FREE 1-800-226-2700 Two worM3ng dere before you d1q. a NOTE: ALL ELEVATIONS ARE IN FEET. aEt" MAN TOP OF S/W BOLT OF SIGNAL STD. AT EAST END, SO. EAST CURB RET. FOOTHILL BLVD. AND MANGO AVE. ELEV. : 320.75 FT. B.M. #439 CONC, CURB a 4+" 112.8m (370') �- 419 #' - - �--- - - (144�.00� 402.42m (1319.95, )(14+4 4+ .90 .90 04) 0 PLAN PREPARED BY: TRAFFIC CONTROL NOTES 1) TRAFFIC LANE CLOSURES WILL NOT 9E ALLONED AT ANY TIME. TRAFFIC CONTROL AND PEDESTRIAN CONTROL SHALL CONFORM TO THE PROVISIONS OF THE LATEST EDITION OF CALTRANS STANDARDS AND SPECIFICATIONS 2) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL AND PEDESTRIAN CONTROL NECESSARY FOR THIS PROJECT. JOSEPH C. TRUXAW AND ASSOCIATES, INC. Civil Engineers & Land Surveyors 721 N. EUCLID STREET, SUITE 311 ANAHEIM, CA 92801 PHONE: (714) 535-0135 FAX: (714) 535-8368 REVISIONS 118► 4M �+ Ew3 sf� r 4F CAL�� ENG.DATE CITY DATE IPPR. APPL CITY OF FONTANA, CA. PUBLIC WORKS DEPARTMENT DRAWN BY: FOOTHILL BowSCALE: w� . ,•sem. TRACED BY: FROM 660' E/O SIERRA DATE: TO 370' W/O MANGO AVE. 11/22,/" CHECKED �BY: `APP�YE� .L� ,.�j� 2� . 2 or tfrnm Winn 31. !M bol 3+04.87 (10+00) M MEN MEMEMEM ME No WEEMEMEMENNEEMENNEM MEN M MEN 0 ME 0 MOMMEMI MMMMMMM MEMO ME MW 0 010 ME 131115,djo MENEM MEMOMEN M OMEN on OF V AA "AN ME ME No ME 0 SOMME OMENS ME M No 0 ME No ME M mom 0 ONO 0 0 mom MOM MORMON 010� mom IN NNE MEM M M M 0 M MEN No M 0 ON NONE �OMMM ME M MENEM ON M No SOMME F40M 0 SEEN Em����mmoso ME M MEN I ME OMEN M 0 OMMEMEME ME No M M 0 M ON mom N ME N MN w 0 OMMONE ON M 0 M M MEN NOME ON M mom N MENEM ME ON M ME NNE ME 0 0 mom 0 ON M 0 mom No 0 No ■ ■■■■■M M■■ ■■■■■■0 0 ON No ME N No No NONE No 0 0 ME 0 No No OMEN MONO ON mm� 0 mom ON No No M MEMO M IN ON M mom ON M mom M 0 0 No ME M M No M Ems MEMEMMENElmom 0 M NONE ME MENEM No 0 MENNEN 0 OMEN MEMO MENEM No 0 ONEEMENNON NOMEMMMON MENNEN MEMO ME MOMOMME 0 MENNEN ME MENNEN MEMOMMEMN NEESE NNE OMEN ON NNE ME OMEN ME MEN ON MENNEN mmommomom M MENNEN ONE 0 MOEN 0 No ON ME No MMMENOM ME mom MENOMONIE MENNEN 0 0 101010110011001 Ems No SM NO 0 N M ON No I NONE IN M No M 0 No ■■■■■■■■■■■■ ■ ■■No No N = 0 SCALE EET): A SCALE (METRIC)* 0 0 M 0 0 No No M MENEM 0 HORIZ: 1* = 20 ORIZ: 1 cm 2.40m IN 0 0 0 M MEN I 1VER7 0 , in = it VIERT, 1cm 0.12mil M M M 0 M 0 mom ME 0 M NONE 0 IMEM No 0 No 0 M NMI m m Mal 9 OT` V N ME M M MM M 4+72.55 4+87.79 (15+50) (16+00) LEGEND AB = AGGREGATE BASE ' �NGINEEE 24 CONSTRUCT 61mm (0.20') MIN. VARIABLE THICKNESS AC OVERLAY. AC = ASPHALT CONCRETE PL = PROPERTY LIKE GILES ENGINEERING ASSOCIATES, INC. BS =BACK OF SIDEWALK SIN =SIDEWALK (714) 779-0052 25 INSTALL PAVEMENT REINFORCING FABRIC PER APWA SPECIFICATIONS (GREEN BOOK), SECTIONS 3 CF = CURB FACE TC = TOP OF CUR! M'O'TE TO CONTRACTOR �- PROJECT N0. 2G-9804014-1 213 AND 302-7. A .CL = CENTERLINE VAR = VARIABLE CONTRACTOR SHALL REPLACED DAMAGED DATED: AUGUST 20, 1999 EG = EDGE OF QPM WY = WATER METER > CONSTRUCT MODIFIED DISCHARGE STRUCTURE PER CITY OF FONTANA STD. 124. MODIFY ANGLE FG =FINISHED GRADE E = PROPERTY LINE STRIPPING IN KIND TO THE SATISFACTION o 26� =CENTERLINE OF THE CALTRANS INSPECTOR. TO 60' WHERE SHOWN ON PLAN AND CURB FACE HEIGHT AT BOTH ENDS TO 8". CONSTRUCT o� F� FL = FLOW LINE R RIGHT OF RAY = FINISHED SURFACE _ CURB OPENING WITH STEEL PLATE CURB BAR AT BOTH ENDS.`� Fs = G8 ADE BREAK YM HT = HEIGHT ❑ RATER METER 27 CONSTRUCT CONCRETE SIDEWALK PER CITY OF FONTANA STANDARDS. �,�ti�' JM = YAI _ =On pw pw ~ 2 2 > 28 SAWCUT AND REMOVE EXISTING CONCRETE SIDEWALK, CURB, AND PAVEMENT: m w ii ii `f CONC. GUTTER CONSTRUCT AC BERM PER CALTRANS STD. A87, TYPE B. 1^ ii'., if + N N 30 CONSTRUCT 4'X4' TREE WELL WITH PILFER PROOF TREE GRATE PER CITY STD. 141. 11 . 11 3 , ;` -- SEE GRADING PLAN FORA 2 i' c` ONSITE IMPROVEMENTS PROPOSED 5.72m (18.75') `,FEDICATION it $ ' REMOVE ASPHALT RAMP. i 4 qi p TO CITY OF FONTANA � f N IF CURB OR GUTTER ARE � �' i ' ? it �1 PROPOSED R/W A. - ii ii 1320.54 BS ii ii ,< o• O• BACK OF SIDEWALK ki ii w G DAMAGED, REPLACE PER �"� ��ti 0 �'' TO CLEAR R W BY 0.5 0"CF 1320.50 BS 1320.54 BS ii 1319.92 FL dcMl . z,.. 5 411 } E NOTE 21.'� �� . ``� c, '�`° - - - 1 _ 61 E89'4'23 : E'{�SACK Of WALK ' A + : fi` 0 E o 30 G8 m ,ori 1319.9fl .TC 1339..99 TCQ fQ 2 B r -GB _ T -' ".. 0 CF ' O,Cr CONC:*j N 30 rn 13 fi320.46 .FS© 1= . 3 W SiDE'WALIt -� S . `M 30 ;132Q.27 S : 1320.29 f o . ; 3a ivONG. 2$ ►� 2 w R j 1° ' CONC. DRIVEWAY i`A , IV Y SIDEWALK- DRIVEWAY* • - A K- ,.;, � DR � EWA L P � iia 2 D CONC. CURB & GUTTER �y`�s y O o•.o o21 f- �G �G G ��' �,C �1, _._�� yy 6 W o,`l'� 6"W �^sh,�,�� ��NW � ������k ti 4 - F'� � 4 - "� 4 6 W o �: 6 W ,� m q ��� ,� �g ,s, I W , ti N ty ,`��' M o 1.��c�' a~ L �6 W ©r ¢ o c 4 ti 4`t GO G. CUR------8"=�o' o� �• 1a �o° 6;1 0 -----8- VGP ---�L 8 VCP VC �, 1� `L ---------► $ VES---•, {L '� SAWCU T LINE "� „3e°� �5°' °��� . 1 ,ati� �9• „�� ^�,��g �,��°� �ti°�' '` �.��`' tK OVERLAY o g p`?dF5 23 24 3 4 C4 15.5' Ln�� 0 E 0 JOIN C14 JOIN I g 11K 7 04 N, E'� BOULEV) RD Ilk . 3+911.34 W.4m (290.00 -4+115.- -I `,o3+aa) (13+50.00) tK A FOO THIL L +�• ���0 4 '� 20.12 201.20 m (659.94') 3+ 3+50.61 3+65. 3+81.10 (10+0O.00j (11+0O.00j (11+30.00) N89.44'23"E (124,WI FI �+�A Ram 88 X12+50.00) (10+10.00) 1320.25 GRAPHIC SCALE (? (IV) (20') (+0) 6.10M 0 3.055 6.101* 12.20m ( IN VMRS ) 1 inch 6.10 ><n Icm= 2.40m (1 inch 20 ft) NOTICE TO CONTRACT THE CONTRACTOR SHALL ASCERTAIN THE TRUE VERTICAL AND HORIZONTAL LOCATION AND SIZE OF ALL UTILITIES, PIPES, AND/OR STRUCTURES AND SHALL BE RESPONSIBLE FOR DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES, SHOwIi OR NOT SHOWN HEREON. UPOUM W= f� SeeNM 4216/4217 of the Gewe wm* .; J . Code roqukoe a Dig Alert IdonMfWatW Number be Issued before a "Permit to Excavate" will be voNd. , For your Dig Alert I.D. Number oal Under9rcund Service Alert TOLL FREE 1-800-226-2700 Two worM3ng dere before you d1q. a NOTE: ALL ELEVATIONS ARE IN FEET. aEt" MAN TOP OF S/W BOLT OF SIGNAL STD. AT EAST END, SO. EAST CURB RET. FOOTHILL BLVD. AND MANGO AVE. ELEV. : 320.75 FT. B.M. #439 CONC, CURB a 4+" 112.8m (370') �- 419 #' - - �--- - - (144�.00� 402.42m (1319.95, )(14+4 4+ .90 .90 04) 0 PLAN PREPARED BY: TRAFFIC CONTROL NOTES 1) TRAFFIC LANE CLOSURES WILL NOT 9E ALLONED AT ANY TIME. TRAFFIC CONTROL AND PEDESTRIAN CONTROL SHALL CONFORM TO THE PROVISIONS OF THE LATEST EDITION OF CALTRANS STANDARDS AND SPECIFICATIONS 2) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL AND PEDESTRIAN CONTROL NECESSARY FOR THIS PROJECT. JOSEPH C. TRUXAW AND ASSOCIATES, INC. Civil Engineers & Land Surveyors 721 N. EUCLID STREET, SUITE 311 ANAHEIM, CA 92801 PHONE: (714) 535-0135 FAX: (714) 535-8368 REVISIONS 118► 4M �+ Ew3 sf� r 4F CAL�� ENG.DATE CITY DATE IPPR. APPL CITY OF FONTANA, CA. PUBLIC WORKS DEPARTMENT DRAWN BY: FOOTHILL BowSCALE: w� . ,•sem. TRACED BY: FROM 660' E/O SIERRA DATE: TO 370' W/O MANGO AVE. 11/22,/" CHECKED �BY: `APP�YE� .L� ,.�j� 2� . 2 or