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HomeMy WebLinkAbout4984-12C6 ai d M r z w W 1 W a - z W O F F 4 z a' U �N is W U0 zm M J z U W az 7 90 i _ ....... _.._... �.�. 3__ .. _------------------- _.- f W f X _-_ ___ _ Icy .._._. ___,____.._ __ _.___.___ • R6 to _____.___.....__.cel•-�`_� ._.. _.._. ___...�_.�____ _.._._._ __ _ N1rnrn Mie +24 i 960-970 960-970 .f-WL-,^n^U61n. .AT... _ aLA. VRVIYU Al J �. rrw I LRS I Tom__ cm i 1+00 2+00 3+00 N r c N a 0 C.� 1- 0 0 0 ��''■� W R N_ I_Inl.� i _ _ !.�►..._ WI U- A uj X. �W� t7� M �I.cm r N s - v 90° 00'42" 4 I a� r �u 1u v 1_ l� cc . lilteficy D 960 900 00'42" 31.42' 20.00' -V 0 6T00.00 .f-WL-,^n^U61n. .AT... _ aLA. VRVIYU Al J �. rrw I LRS I Tom__ cm i 1+00 2+00 3+00 N r c N a 0 C.� 1- 0 0 0 ��''■� W L • tuu.0 CONSTRUCTION NOTESI . ..__h .h Aw. ........,,_.. .. _._.....,_,....,__,..,......._....__._w......1..___'..._...� I.._......__..._._.........a,........w,....._. ..._.n........ -_...d....-..,._.�.v.,.,_............_.._................�1.._...•._._...,..__.__..._..._...„..`-. _,_�..... .M,... ..__,. __ ._._. .. _uz. �� .uul -__ __.__. __�_ _ _. N_ 2 CONSTRUCT 8 PCC CURB AND GUTTER PER CITY a ..__n nn 1 Ic I 1 1 P __ 1..._ F T T W TY ,. ,,..��. ._ 0 ONTARIO STD DWG N0. 20, E B 1 v CV Q.__. _�.-------- .. 3 CONSTRUCT 8 PCC CURB AND GUTTER PER CITY rn V .-� ------ - ---- OF FONTANA STD DWG N0. 1000 _ 980 1 _ � 970 . CONSTRUCT 9 (MIN) HMAC(TYPE A) PAVEMENTM NT . OVER 12 COMPACTED AGGREGATE BASELL_.._. _.._ (SEE CITY OF FONTANA GENERAL NOTES 146 FOR FOR STREET IMPROMENVENT 31 & 32) 11=00:(',0 ___1 976I62_ PI ., ADJUST VALVE BOX AND COVER TO GRADE .� O •, _ _-._ _____ _� . __ __ _ _ _�� _ _ _.�_�.W_ 10 ADJUST MANHOLE FRAME & COVER TO GRADE G2 � tA .-uAvA4M .__ R.w,..........._._. . O .. _H_,..... _. ........,_... _.__,-.-.,.». _..^..-._ _ __..-_.�..I. _ :_...u., _.. _._.._,....._... ..__.._._...,. _.... W_ ...._ ..__,_ _..._,,...._..,-._._...._ _._.....«.._...... CONSTRUCT CROSS GUTTER PER CITY 0 F FONTANA -R Al STD DWG NO. 403,($ WIDE GUTTER) 970-980 13 CONSTRUCT COM MERCIAL DRIVEWAY APPROACH PER V v• �I^ � i PLAN AND CITY OF ONTARIO STD DWG NO. 1204 t _ 14 CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER _ .r _ _ _ PLAN AND CITY OF FONTANA STD DWG NO, 1001 _ L = Iuv.0 C1 - 12_______ __.. �_ _ ___.. _____ __,-_m.m11-.. ____.. _ __�m ___� 16 CONSTRUCT 4" PCC SIDEWALK PER PLAN AND CITY OF FONTANA ______ __.4 _ __� _ co STD DWG NO, 1006 (5' PER PLAN) R' .._n•71 - - --° -- --- ---- 18 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA �_ — STD DWG N0, 1003 AND 1004 TYPE PER PLAN 11 •- CONSTRUCT LOCAL DEPRESSION PER CITY OF ONTARIO _,I.... . ._. _ ____ ...�_�__ ,_ l.a-.,.:..y_ . __.. _____ .• _ _w_____f•__�.____ ____� _�.__._-_____ . w___ _.-__�_r______._.__,___________.______� �______�__,�._______w-__n.. LL 0STD NO 3005 TYPE PER PLAN970 C N TRUTOCAL DEPRESSION PER CITY0 F FONTANA ANA ? CSSTD N0.3003, CASE PER PLAN ,n,^ ! cnl C ____ _. _ __: 1 L 21 CONSTRUCT CATCH BASIN NO.2 PER CITY OF ONTARIO w w 7 4 ..-� STDDWG NO.3003WI WIDTH PER PLAN*MODIFIED PER PLAN j 2 965 CONSTRUCT CATCH BASIN PER CITY OF FONTANA �r STD DWG NO, 3004, WITDH PER PLAN1 MODIFIED PER PLAN 7+00 $+00 9+00 10+00 PROFILE 30 CONSTRUCT SIDEWALK CULVERT PER CITY OF LOS ANGELES HORIZ• V • 40 STD DL -2327 Lu VERT: 1" 4' 31 RELOCATE FIRE HYDRANT ASSEMBLY PER CITY OF ONTARIO STD DWG N0.4101 3@ ADJUST PULL BOX TO GRADE T 35 RELOCATE EXISTING CHAIN LINK FENCE PER SPPWC STD PLAN NO.600-2 f Q CONSTRUCT PARKWAY DRA14 PER CITY OF ONTARIO STD DWG 3013 cn o REMOVAL NOTES Ffl REMOVE EXISTING AC PAVEMENT 2 REMOVE EXISTING CURB & GUTTER ■ 0 4� REMOVE EXISTING MEDIAN O F51 REMOVE EXISTING TREE .� ® RELOCATE POWER POLE BY OTHERS (SCE) cf) F7� RELOCATE STREET LIGHT < d ® RELOCATE TELEPHONE VAULT BY OTHERS (GTE) zZ Q REMOVE INTERFERING 24" CMP CULVERT Q � -�,,,,-1.1.1- • —1— • 15 PROTECT IN PLACE CURVE DATA W cl) e W H W W cl) z ■_■1 0 A D CITY OF ONTARIO DIAL TWO WORKING RECOMMENDED 6Y:I II BEFORE ""' DAYS BEFORE f ENGINEER YOU DIG ` TOLL FREE -800-227-2600 REV, ACCEPTED BY V A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 0 MIMI DESCRPTIDN CURVE R N_ I_Inl.� i _ _ !.�►..._ L 01 A M �I.cm I'— N B i 90° 00'42" 15.71' a� r �u 1u v 1_ l� cc . lilteficy D .M . 900 00'42" 31.42' 20.00' -V 0 6T00.00 L • tuu.0 CONSTRUCTION NOTESI . ..__h .h Aw. ........,,_.. .. _._.....,_,....,__,..,......._....__._w......1..___'..._...� I.._......__..._._.........a,........w,....._. ..._.n........ -_...d....-..,._.�.v.,.,_............_.._................�1.._...•._._...,..__.__..._..._...„..`-. _,_�..... .M,... ..__,. __ ._._. .. _uz. �� .uul -__ __.__. __�_ _ _. N_ 2 CONSTRUCT 8 PCC CURB AND GUTTER PER CITY a ..__n nn 1 Ic I 1 1 P __ 1..._ F T T W TY ,. ,,..��. ._ 0 ONTARIO STD DWG N0. 20, E B 1 v CV Q.__. _�.-------- .. 3 CONSTRUCT 8 PCC CURB AND GUTTER PER CITY rn V .-� ------ - ---- OF FONTANA STD DWG N0. 1000 _ 980 1 _ � 970 . CONSTRUCT 9 (MIN) HMAC(TYPE A) PAVEMENTM NT . OVER 12 COMPACTED AGGREGATE BASELL_.._. _.._ (SEE CITY OF FONTANA GENERAL NOTES 146 FOR FOR STREET IMPROMENVENT 31 & 32) 11=00:(',0 ___1 976I62_ PI ., ADJUST VALVE BOX AND COVER TO GRADE .� O •, _ _-._ _____ _� . __ __ _ _ _�� _ _ _.�_�.W_ 10 ADJUST MANHOLE FRAME & COVER TO GRADE G2 � tA .-uAvA4M .__ R.w,..........._._. . O .. _H_,..... _. ........,_... _.__,-.-.,.». _..^..-._ _ __..-_.�..I. _ :_...u., _.. _._.._,....._... ..__.._._...,. _.... W_ ...._ ..__,_ _..._,,...._..,-._._...._ _._.....«.._...... CONSTRUCT CROSS GUTTER PER CITY 0 F FONTANA -R Al STD DWG NO. 403,($ WIDE GUTTER) 970-980 13 CONSTRUCT COM MERCIAL DRIVEWAY APPROACH PER V v• �I^ � i PLAN AND CITY OF ONTARIO STD DWG NO. 1204 t _ 14 CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER _ .r _ _ _ PLAN AND CITY OF FONTANA STD DWG NO, 1001 _ L = Iuv.0 C1 - 12_______ __.. �_ _ ___.. _____ __,-_m.m11-.. ____.. _ __�m ___� 16 CONSTRUCT 4" PCC SIDEWALK PER PLAN AND CITY OF FONTANA ______ __.4 _ __� _ co STD DWG NO, 1006 (5' PER PLAN) R' .._n•71 - - --° -- --- ---- 18 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA �_ — STD DWG N0, 1003 AND 1004 TYPE PER PLAN 11 •- CONSTRUCT LOCAL DEPRESSION PER CITY OF ONTARIO _,I.... . ._. _ ____ ...�_�__ ,_ l.a-.,.:..y_ . __.. _____ .• _ _w_____f•__�.____ ____� _�.__._-_____ . w___ _.-__�_r______._.__,___________.______� �______�__,�._______w-__n.. LL 0STD NO 3005 TYPE PER PLAN970 C N TRUTOCAL DEPRESSION PER CITY0 F FONTANA ANA ? CSSTD N0.3003, CASE PER PLAN ,n,^ ! cnl C ____ _. _ __: 1 L 21 CONSTRUCT CATCH BASIN NO.2 PER CITY OF ONTARIO w w 7 4 ..-� STDDWG NO.3003WI WIDTH PER PLAN*MODIFIED PER PLAN j 2 965 CONSTRUCT CATCH BASIN PER CITY OF FONTANA �r STD DWG NO, 3004, WITDH PER PLAN1 MODIFIED PER PLAN 7+00 $+00 9+00 10+00 PROFILE 30 CONSTRUCT SIDEWALK CULVERT PER CITY OF LOS ANGELES HORIZ• V • 40 STD DL -2327 Lu VERT: 1" 4' 31 RELOCATE FIRE HYDRANT ASSEMBLY PER CITY OF ONTARIO STD DWG N0.4101 3@ ADJUST PULL BOX TO GRADE T 35 RELOCATE EXISTING CHAIN LINK FENCE PER SPPWC STD PLAN NO.600-2 f Q CONSTRUCT PARKWAY DRA14 PER CITY OF ONTARIO STD DWG 3013 cn o REMOVAL NOTES Ffl REMOVE EXISTING AC PAVEMENT 2 REMOVE EXISTING CURB & GUTTER ■ 0 4� REMOVE EXISTING MEDIAN O F51 REMOVE EXISTING TREE .� ® RELOCATE POWER POLE BY OTHERS (SCE) cf) F7� RELOCATE STREET LIGHT < d ® RELOCATE TELEPHONE VAULT BY OTHERS (GTE) zZ Q REMOVE INTERFERING 24" CMP CULVERT Q � -�,,,,-1.1.1- • —1— • 15 PROTECT IN PLACE CURVE DATA W cl) e W H W W cl) z ■_■1 0 A D CITY OF ONTARIO DIAL TWO WORKING RECOMMENDED 6Y:I II BEFORE ""' DAYS BEFORE f ENGINEER YOU DIG ` TOLL FREE -800-227-2600 REV, ACCEPTED BY V A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 0 MIMI DESCRPTIDN CURVE R N_ I_Inl.� i _ _ !.�►..._ L T A C .T _-PROPOSED--C 90° 00'42" 15.71' 10.00' B i 90° 00'42" 15.71' a� r �u 1u v 20.00' 90° 00'42" . 20.00' D 900 00'42" 31.42' 20.00' E 0 900 00'42" 15.71' 10.00' 1 U7 W 61011-3v 21.36' 11.83' GG C-0.s1 ICIM G..7 60 49'01" 59.49' 29.78' (H) 500.00' Y 1 29.78' SHOULD CONSTRUCTION OF THE REQUIREDOQRpfEss, PREPAREPfl17ES®idE SUPERVISION OF: i � 1 IMPROVEMENTS NOT COMMENCE WITHIN TWO g.G. Cy �. am�' '' /1'." 4+00 5+00 6+00 L • tuu.0 CONSTRUCTION NOTESI . ..__h .h Aw. ........,,_.. .. _._.....,_,....,__,..,......._....__._w......1..___'..._...� I.._......__..._._.........a,........w,....._. ..._.n........ -_...d....-..,._.�.v.,.,_............_.._................�1.._...•._._...,..__.__..._..._...„..`-. _,_�..... .M,... ..__,. __ ._._. .. _uz. �� .uul -__ __.__. __�_ _ _. N_ 2 CONSTRUCT 8 PCC CURB AND GUTTER PER CITY a ..__n nn 1 Ic I 1 1 P __ 1..._ F T T W TY ,. ,,..��. ._ 0 ONTARIO STD DWG N0. 20, E B 1 v CV Q.__. _�.-------- .. 3 CONSTRUCT 8 PCC CURB AND GUTTER PER CITY rn V .-� ------ - ---- OF FONTANA STD DWG N0. 1000 _ 980 1 _ � 970 . CONSTRUCT 9 (MIN) HMAC(TYPE A) PAVEMENTM NT . OVER 12 COMPACTED AGGREGATE BASELL_.._. _.._ (SEE CITY OF FONTANA GENERAL NOTES 146 FOR FOR STREET IMPROMENVENT 31 & 32) 11=00:(',0 ___1 976I62_ PI ., ADJUST VALVE BOX AND COVER TO GRADE .� O •, _ _-._ _____ _� . __ __ _ _ _�� _ _ _.�_�.W_ 10 ADJUST MANHOLE FRAME & COVER TO GRADE G2 � tA .-uAvA4M .__ R.w,..........._._. . O .. _H_,..... _. ........,_... _.__,-.-.,.». _..^..-._ _ __..-_.�..I. _ :_...u., _.. _._.._,....._... ..__.._._...,. _.... W_ ...._ ..__,_ _..._,,...._..,-._._...._ _._.....«.._...... CONSTRUCT CROSS GUTTER PER CITY 0 F FONTANA -R Al STD DWG NO. 403,($ WIDE GUTTER) 970-980 13 CONSTRUCT COM MERCIAL DRIVEWAY APPROACH PER V v• �I^ � i PLAN AND CITY OF ONTARIO STD DWG NO. 1204 t _ 14 CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER _ .r _ _ _ PLAN AND CITY OF FONTANA STD DWG NO, 1001 _ L = Iuv.0 C1 - 12_______ __.. �_ _ ___.. _____ __,-_m.m11-.. ____.. _ __�m ___� 16 CONSTRUCT 4" PCC SIDEWALK PER PLAN AND CITY OF FONTANA ______ __.4 _ __� _ co STD DWG NO, 1006 (5' PER PLAN) R' .._n•71 - - --° -- --- ---- 18 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA �_ — STD DWG N0, 1003 AND 1004 TYPE PER PLAN 11 •- CONSTRUCT LOCAL DEPRESSION PER CITY OF ONTARIO _,I.... . ._. _ ____ ...�_�__ ,_ l.a-.,.:..y_ . __.. _____ .• _ _w_____f•__�.____ ____� _�.__._-_____ . w___ _.-__�_r______._.__,___________.______� �______�__,�._______w-__n.. LL 0STD NO 3005 TYPE PER PLAN970 C N TRUTOCAL DEPRESSION PER CITY0 F FONTANA ANA ? CSSTD N0.3003, CASE PER PLAN ,n,^ ! cnl C ____ _. _ __: 1 L 21 CONSTRUCT CATCH BASIN NO.2 PER CITY OF ONTARIO w w 7 4 ..-� STDDWG NO.3003WI WIDTH PER PLAN*MODIFIED PER PLAN j 2 965 CONSTRUCT CATCH BASIN PER CITY OF FONTANA �r STD DWG NO, 3004, WITDH PER PLAN1 MODIFIED PER PLAN 7+00 $+00 9+00 10+00 PROFILE 30 CONSTRUCT SIDEWALK CULVERT PER CITY OF LOS ANGELES HORIZ• V • 40 STD DL -2327 Lu VERT: 1" 4' 31 RELOCATE FIRE HYDRANT ASSEMBLY PER CITY OF ONTARIO STD DWG N0.4101 3@ ADJUST PULL BOX TO GRADE T 35 RELOCATE EXISTING CHAIN LINK FENCE PER SPPWC STD PLAN NO.600-2 f Q CONSTRUCT PARKWAY DRA14 PER CITY OF ONTARIO STD DWG 3013 cn o REMOVAL NOTES Ffl REMOVE EXISTING AC PAVEMENT 2 REMOVE EXISTING CURB & GUTTER ■ 0 4� REMOVE EXISTING MEDIAN O F51 REMOVE EXISTING TREE .� ® RELOCATE POWER POLE BY OTHERS (SCE) cf) F7� RELOCATE STREET LIGHT < d ® RELOCATE TELEPHONE VAULT BY OTHERS (GTE) zZ Q REMOVE INTERFERING 24" CMP CULVERT Q � -�,,,,-1.1.1- • —1— • 15 PROTECT IN PLACE CURVE DATA W cl) e W H W W cl) z ■_■1 0 A D CITY OF ONTARIO DIAL TWO WORKING RECOMMENDED 6Y:I II BEFORE ""' DAYS BEFORE f ENGINEER YOU DIG ` TOLL FREE -800-227-2600 REV, ACCEPTED BY V A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 0 MIMI DESCRPTIDN CURVE R A L T A 10.00' 90° 00'42" 15.71' 10.00' B 10.00' 90° 00'42" 15.71' 10.00' C 20.00' 90° 00'42" 31.42' 20.00' D 20.00' 900 00'42" 31.42' 20.00' E 10.00' 900 00'42" 15.71' 10.00' F 20.00' 61011-3v 21.36' 11.83' GG 500.00' 60 49'01" 59.49' 29.78' (H) 500.00' 60 49'01" 1159.49' 1 29.78' Ln 10' W +� LEGENDi N W) ■ 'u 0 00 / GRIND EXISTING AC PAVEMENT DOUBLE _ _ - ` i-_ _ -J -= - ` , �`=— 24" RCP � ..-- o �' PROPOSED STAMPED PCC MEDIAN 0 40 SO 18" RCP - - - SAWCUT MODIFIED CATCH BASIN SCALE 1" • 40' SHOULD CONSTRUCTION OF THE REQUIREDOQRpfEss, PREPAREPfl17ES®idE SUPERVISION OF: CITY OF FONTANA, CALIFORNIA IMPROVEMENTS NOT COMMENCE WITHIN TWO g.G. Cy �. am�' '' /1'." IMPROVEMENT PLAN f��SSOCIITEs, INC.STREET YEARS OF THE DATE OF APPROVAL SHOWN HEREON �, N°• fog CIVIL-TRRCHWORKENGINEERING pRAyr11 E TIWANDA AVENUE SCALE. AND CARRIED FORTH IN A DILIGENT MANNER, THE _ ExP. 6�3o�>a 7 5 T wN 6 COt6vTRY RD+SLATE 300 E. LOPEZ PLAN AND AS SHOWN CITY ENGINEER MAY REQUIRE REVISIONS TO THE � D�ANc�, CA gases i>EsrXg ft E. LOPEZ .PROFILE TSTA 1*0 , STA 10*00 DATE. 11%30/12 PLANS TO BRING THEM INTO CONFORMANCE WITH sr� CIVI ! Dote : CHECKED BY: NizENGR. PR D r E l/ DRA*vc No.:12 CITY DATE STANDARDS IN EFFECT. MARZIEH S.G. GHANDEHARI R.C.E. 62746 GHANQEHARI C tN' r R.C.E. DATE, ' 'Q ' 4984