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HomeMy WebLinkAbout2108-60 LO 1324 1320 1324 1320 1324 1320 1324 1320 0 0 771 + 772 LO 0 773 LO 0 774 + 775 i O 776 to to AC PAVEMENT CONSTRUCTION W •T.�?P 4FEXISTING URB: MORTARED COBBLE SURFACE H Darr. PCC WALK 2344 LF EXISTING POLE W/ STREET LIGHT NEW POLE W/ STREET LIGHT :':':':':':":':': :':':":':':':':':' :':':':':':':':': :':':'�' :':alaI:'51��:'pG #2 #2 'D�14':':':' :':':':':":':':': :':':':':':':":': :':':':'::':•:': :':':':':':':':': :':":':':to CITY STANDARD 1 D2 -C 6 11Z AC ON V' AGGREGATE II BASE #3 �3 7777 SF 7777 SF 4" PCC SIDEWALK 4" PCC SIDEWALK CIN STANDARD 102-C CITY SfiANDARD 102-C 3 -FT WIDE PCC DRAINAGE 3 -FT WIDE PCC DRAINAGE . . . . . . . . . . . . . . . . . . .-� --, -- �. . . .T•1'S ,•,-. P•.T ..ti..._. ._. _........�. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . #5 #5 21721 SF 21721 SF �,..;..6.. 6 1 2" AC ON 6" AGGREGATE II BASE 6 1 2" AC ON 6" AGGREGATE II BASE 1 ASPHALTIC 1" ASPHALTIC CONCRETE #6 #6 0 SF 0 SF M�NGON& OVERLAY PMANGON� PAL ETI'0 � 7 #� � W PCC HANDICAP RAMP AND PCC HANDICAP RAMP AND CURB RETURN CIN STANDARD CURB RETURN CITY STANDARD :.. .:...:...:...:.� ..:...:...:...:.� ..:...:...' ..:. ..:...:...:...:.� ..........:...:.� ........... ..:.� ......:...:....... ......:...:...:.� ..:...:...:...:. ..:...:........... .......... 7 � � � ..:...:...:...:.. ,.:...:...:...:.. STANDARDS. RELOCATE EXISTING STREET STANDARDS. RELOCATE EXISTING STREET ct, sv tV tv cU COORDINATE WITH CIN OF FONTANA COORDINATE WITH CITY OF FONTANA BETWEEN EXISTING AND NEW ' PUBLIC WORKS DEPA TMENT PUBLIC WORKS DEPA.` TMENT MEDIAN. #10 #11 � 11 1025 LF 1025 LF �„ PVC CONDUIT WITH WIDE SWEEP 1" PVC CONDUIT WITH WIDE SWEEP LEFT :TURN ME®IAN-�-TRANSI ION !--: BEND, UNDERGROUND BEND, UNDERGROUND • CURB RETURN: CURB RETURN: N .T OF o c� HANDICAP RAMP, SIDEWALK, HANDICAP RAMP, SIDEWALK, AND TEMPORARY DRAINAGE PIPE. AND TEMPORARY DRAINAGE PIPE.. 0 120 LF. Q '� '— CONSTRUCT TEMPORARY AC CONSTRUCT TEMPORARY AC . p '.. 00 �`� PAVEMENT BETWEEN EXISTING CURB PAVEMENT BETWEEN EXISTING CURB J RETURN, SIDEWALK, AND TOP RETURN, SIDEWALK, AND TOP :...:...:...:. N :...:...:...: ;nom :...:...:...:... ... :.. �N .. .. rte .. LEFT. ..:...:...:...: .'mer•. �N :...:...:...: .'fir �.N :...:...:...:.. ..:...• ..:...' r`� �y� 'PAVG�TEI�1:' .ELEVATION .•:...: ..: ..:...:...:co ...... ..:...:...:...:.. TN : MEDIAN EXISTING SIGNALIZATION MEDIAN: EXISTING SIGNALIZATION MEDIAN: t CONSTRUCT AC BERM/MEDIAN CONSTRUCT AC BERM/MEDIAN BETWEEN EXISTING AND NEW MEDIAN. . . . • . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . • . . . • . . . . . . . .... . . . . . . . . . . . . . ... . . • . . • . . . . . . . . . . . . . . . . . • . . . . • • • . 77 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . .�.`.'. . . . T� r`:: T r•Tr. .�� arr s...k a_. . . . i� �' y� •t.� •. :y LEFT TURN MEDIAN-- NSITION f..: :.;.:.;.:.:.:.:.0 :........ EdC#STING.. .� :':':':':':':":':' :':'ice :':':':': :':':'. o :':':':':':'tn . :":':':':•:" :':":':':':':':':' :':':•:':":':':':" :':':':" :':iii :':':':':":':':.: :':':':':':':':': ............... 0 .......... ... �: PAVEMENT 0 ELEVA110N•+ ................ ... ....... ... • ............ LO ......... .. ............ ................. .... ' . ��i ......... ... 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'� _ :.:.:.:.:.:.:.:.:. �� :.:.:. .:.:. .: :.:.:.:.:.:.:.:.:. :.:.:.:.:.:.:.:.: :.:.:.:.:.:.:.:.:. SOUTH:.:...:.: :.:.:.:.:.:. ..: : :.:.:.: :.:.:.:.FSI=:..R Ml=ii't. :.. ..:...:...: ..:...:...:...:.. , - PLAN, cv 0 0 .AVENUE . . .. rn vx .. : ....."... t6 L67 ©i .. ................. ................. ................. ......... ..... ....... ........ .SIDS .: ................. ................. . � ...........co .......,... Cx ................. 1." T C" ul 57o 1 � : ..:.:. �...........:.. �..:.......:� ......:.:o.. :.:. : ..:•:.:...:.:.:.:. to WE 771 LO O O O 772 + 773 + 774 to THILL BLVD.PROFILE F00' SCALE: HORIZ: 1"=40' VERT: 1"=4' Z O N I N G G— 4 FOOTHILL BLVD. PLAN (STATE HIGHWAY 66) �J I os OR. U) 775 + NOTE: SEE PALMETTO AVE. IMPROVEMENT PLAN FOR CONTINUATION OF ROADWAY IMPROVEMENT THIS PROJECT 0 776 0 FD. LEAD do TACK WITH 2/2' SWING CIEs, FITS crnr ME NQ:.,971 1324 1320 1324 1320 1324 1320 CITY of- FONTAN A APPROVAL .FOR PALMETTO AVE14UE CONNECTION TO FOOTHILL. BLVD. CIVIL ENGINEER RCE 25126 EXISTING 13' VARIES VARIES NEW SIDEWALK-,"'' ---- i �---� RAMP BEYOND � TEMPORARY NEW CURB AC WALK L ----J & GUITER PAPE EXIBLE CURB RETURN SECTION B SCALE: NONE 0 20 ao so Scale:1"=40' Lj - I - Lim� Underground Service Alert CaLLJOLL FREE A.W800 X522 -*4133 RIGHT—OF—WAY CONSTRUCTION LEGEND AC PAVEMENT CONSTRUCTION W 1" AC PAVEMENT OVERLAY z PCC IMPROVEMENTS MORTARED COBBLE SURFACE H Darr. PCC WALK 2344 LF WE 771 LO O O O 772 + 773 + 774 to THILL BLVD.PROFILE F00' SCALE: HORIZ: 1"=40' VERT: 1"=4' Z O N I N G G— 4 FOOTHILL BLVD. PLAN (STATE HIGHWAY 66) �J I os OR. U) 775 + NOTE: SEE PALMETTO AVE. IMPROVEMENT PLAN FOR CONTINUATION OF ROADWAY IMPROVEMENT THIS PROJECT 0 776 0 FD. LEAD do TACK WITH 2/2' SWING CIEs, FITS crnr ME NQ:.,971 1324 1320 1324 1320 1324 1320 CITY of- FONTAN A APPROVAL .FOR PALMETTO AVE14UE CONNECTION TO FOOTHILL. BLVD. CIVIL ENGINEER RCE 25126 EXISTING 13' VARIES VARIES NEW SIDEWALK-,"'' ---- i �---� RAMP BEYOND � TEMPORARY NEW CURB AC WALK L ----J & GUITER PAPE EXIBLE CURB RETURN SECTION B SCALE: NONE 0 20 ao so Scale:1"=40' Lj - I - Lim� Underground Service Alert CaLLJOLL FREE A.W800 X522 -*4133 RIGHT—OF—WAY CONSTRUCTION LEGEND ESTIMATE OF CONSTRUCTION QUANTITIES—MEDIAN (FOOTHILL BLVD.) NOTE # AC PAVEMENT CONSTRUCTION DESCRIPTION 1" AC PAVEMENT OVERLAY . PCC IMPROVEMENTS MORTARED COBBLE SURFACE PAVEMENT (MEDIAN ONLY). 2344 LF EXISTING POLE W/ STREET LIGHT NEW POLE W/ STREET LIGHT -- EXISTING TRAFFIC SIGNAL ESTIMATE OF CONSTRUCTION QUANTITIES—MEDIAN (FOOTHILL BLVD.) NOTE # KNIT DESCRIPTION 1 M 9834 SF SAW CUT AND REMOVE EXISTING AC PAVEMENT 2M 2344 LF CONSTRUCT STATE STD. Al -8 PCC MEDIAN CURBS 3M 6623 SF 12" MIN. DIA. COBBLE , MEDIAN #2 #2 2864 SF 2864 SF SURFACE, MORTARED IN PLACE - 4M 2344 SF AC PAVEMENT CONSTRUCTION CITY STANDARD 1 D2 -C 6 11Z AC ON V' AGGREGATE II BASE ESTIMATE OF CONSTRUCTION QUANTITIES—SOUTH CURB (FOOTHILL BLVD.) NOTE # NOTE � UNIT UNIT DESCRIPTION . DESCRIPTION 1 �1 � 936 LF 936 LF PCC CURB AND GUTTER PCC CURB AND GUTTER STATE STD. A2-8 STATE STD.. A2-8 #2 #2 2864 SF 2864 SF 6" PCC DRIVEWAY �Ty STANDARD DRIVEWAY CITY STANDARD 1 D2 -C #3 �3 7777 SF 7777 SF 4" PCC SIDEWALK 4" PCC SIDEWALK CIN STANDARD 102-C CITY SfiANDARD 102-C 3 -FT WIDE PCC DRAINAGE 3 -FT WIDE PCC DRAINAGE #4 #4 D LF 0 LF STRUCTURE -CIN STD. 124 STRUCTURE -CITY STD. 1.24 MANGO & PALMETTO AVENUES) MANGO 8� PALMETTO AVENUES ASPHALTIC CONCRETE ASPHALTIC CONCRETE #5 #5 21721 SF 21721 SF PAVEMENT CONSTRUCTION PAVEMENT CONSTRUCTION 6 1 2" AC ON 6" AGGREGATE II BASE 6 1 2" AC ON 6" AGGREGATE II BASE 1 ASPHALTIC 1" ASPHALTIC CONCRETE #6 #6 0 SF 0 SF M�NGON& OVERLAY PMANGON� PAL ETI'0 AVENUES AVENUES 7 #� � 699 SF 699 SF PCC HANDICAP RAMP AND PCC HANDICAP RAMP AND CURB RETURN CIN STANDARD CURB RETURN CITY STANDARD 104A (BY OTHERS) 104A (BY OTHERS) #8 #$ 0 � 0 � RAISE EXISTING MANHOLES/ RAISE EXISTING MANHOLES/ GRATES/VALVES TO GRADE GRATES VALVES TO GRADE #g �� 7 � � � CONSTRUCT NEW POLE BASES PER CIN CONSTRUCT NEW POLE BASES PER CITY STANDARDS. RELOCATE EXISTING STREET STANDARDS. RELOCATE EXISTING STREET LIGHT POLES TO THESE LOCATIONS. LIGHT POLES TO THESE LOCATIONS. COORDINATE WITH CIN OF FONTANA COORDINATE WITH CITY OF FONTANA BETWEEN EXISTING AND NEW ' PUBLIC WORKS DEPA TMENT PUBLIC WORKS DEPA.` TMENT MEDIAN. #10 #11 � 11 1025 LF 1025 LF �„ PVC CONDUIT WITH WIDE SWEEP 1" PVC CONDUIT WITH WIDE SWEEP BEND, UNDERGROUND BEND, UNDERGROUND • CURB RETURN: CURB RETURN: CONSTRUCT NEW CURB RETURN, CONSTRUCT NEW CURB RETURN, HANDICAP RAMP, SIDEWALK, HANDICAP RAMP, SIDEWALK, AND TEMPORARY DRAINAGE PIPE. AND TEMPORARY DRAINAGE PIPE.. 12 #12 # 800 SF 800 SF CONSTRUCT TEMPORARY AC CONSTRUCT TEMPORARY AC . PAVEMENT BETWEEN EXISTING CURB PAVEMENT BETWEEN EXISTING CURB RETURN, SIDEWALK, AND TOP RETURN, SIDEWALK, AND TOP OF NEW CURB AS SHOWN TO OF NEW CURB AS SHOWN TO PROVIDE SMOOTH PEDESTRIAN PROVIDE SMOOTH PEDESTRIAN ACCESS BETWEEN NEW AND ACCESS BETWEEN NEW AND EXISTING SIDEWALKS. EXISTING SIDEWALKS. EXISTING SIGNALIZATION MEDIAN: EXISTING SIGNALIZATION MEDIAN: CONSTRUCT AC BERM/MEDIAN CONSTRUCT AC BERM/MEDIAN BETWEEN EXISTING AND NEW MEDIAN. PROJECT BENCHMARK: S.B COUNTY DESIGNATION S.P.S.N. 506 (GS 7-11) NORTHEAST CORNER FOOTHILL BOULEVARD AND .PALMETTO AVENUE; BRASS DISK IN EAST TOP OF CURB OF PALMETTO AVENUE, 72' NO OF CENTERLINE FOOTHILL BOULEVARD AND 2' NORTH OF EAST CURB RETURN. ELEVATION '= .1320.64 ( U.S.G.S. DATUM) BETWEEN EXISTING AND NEW ' MEDIAN. PROJECT BENCHMARK: S.B COUNTY DESIGNATION S.P.S.N. 506 (GS 7-11) NORTHEAST CORNER FOOTHILL BOULEVARD AND .PALMETTO AVENUE; BRASS DISK IN EAST TOP OF CURB OF PALMETTO AVENUE, 72' NO OF CENTERLINE FOOTHILL BOULEVARD AND 2' NORTH OF EAST CURB RETURN. ELEVATION '= .1320.64 ( U.S.G.S. DATUM)