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HomeMy WebLinkAbout5445-13c 0) 13 h 0 CIL u 0 a T h as c v a u) a E 0 u 0 u a J ud c� ao c� 3cm RL N Li Li Y � r W a J uj d V� _Z IL UJ W w v� WW C) a z 32 TYP ( LA) A N 9.5" 31 1 14 I 6 �l 1 I �q I s EX. FENCE }I l I c� f �I 1 ELECTRIC 14 PEULS POWER POLE 14 x 13 I. 4' II x TYP PROPOSED SIGNAL HOUSE (BY OTHERS) SEE SIGNAL IMPROVEMENT PLANS �1 X ` 9 SCRRA MAINLINE 1 f X x 3 II x x 1 - EX, SIGNAL HOUSE 30 II EX. FENCE I i I � I 0 tr Q4.6O 00. ' V�,/�+ � �y �" r, j 4 0. O 4 Q 0 4 1JV! yJ �l 3'X 4%, 4j' 4 QD 00:1 O.. _ 0 0.0 0 0.0 0 I L O 6'Q'a 6 0 0 �' 1 � / 4 0:.Q.0 0' 4 6, 0 0 0 6 0 b o ! 4 Q 0 -0 0. 0 O- 1 A 4 0 4 1 0 0 0 _ Uf� 0 000006 R/W PULL BOX 16 --_-_ 4040400 f /j \ 44a QD 0 (1250.56 FS)/_ flO 13 4-. 97, -(OH) E(OH) --- — 1 15 9+48.96 OLE (1249.46 TC) JOIN EX. 17 25 4 , m E OH) -- 1250,21 TC L=15' 11 I 2.0/, &, 1250.41 TC 14 WATER Govern me = � PP A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT &•I 1250.47 FS I D9 12 Fe 10;r(QH) —I 9+89.23 1250.33 TC 0" CF 17 0 9 e MIN RECORD DRAWING AS -BUILT NAME: Casey Miyashita COMPANY: SID&B, Inc. SIGNATURE: .s DATE: 5,/4/18 0 a 32 1 YN, A, ) 0 0 13 14 SIGNAL 14 6 16,08' 9.23' 13,59' 9*98.75, 48.89' LT TfDANEL LIMIT _1250.57 FS--_ --- 1250.57 FS 9 � x 28 LIMIT OF - 6 GRADING 10.9' - 10 L=25' e jr/ 19 'I o + cn 0000 0 AK. � ob o 4 0® jj0 3� I o -q a 04 4 4� O O 0 0 0 4 O'O 0 0 0 O 0 6 0 4 0 0 O.0 QI 12 0 0 0 0 4 0 0 `]j,(� I O 4:040600 3'/151.V L0 I (� O.-9 D 0 0 0 0 0 0 0 0 6 0 0 r 0 0 0 6 -0 0 0 8 Fe o -0 D O. 0 4 0 4 4 9 0 0 0 0 '7.00 0 0 O 4'0 40-. 10900 4- 0 0 0 O O D 06 040 b.0 46001 b O O O b 0 4 000gb a ` 11 L=10' e 91 a 118 1 g 12 F�E 1 CH) 1,47 JOIN EX, 1 - - — \(1250.44 TC) 10+09,23 3 SEE -INDEX 1250.20 TC # O (1250.41 TC) e 8 15.7' 0" CF SHEET #11 JOIN EX. ®` a � 10' �e� ele i I �J I� WEST OF JUNIPER AVE JUNIPER AVENUE REVISi01`I DESCRIPTION DATE ENGR. CITY 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 SHE PLANS TO BRING THEM INTO CONFORMANCE WITH REVISION - 01 12/20/16 -0.5 15. STANDARDS IN EFFECT. 3 LIMIT OF NOTE: Zj�, 1 7.91' 14 SIG_ NAL GRADING L=24" 1 JUNIPER AVENUE CENTERLINE DATA 1250.57 FS 10 10' CONSTRUCT SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1006. s x� 10,53' 6.03' 5 CONSTRUCT 8'' CURB AND GUTTER PER CITY OF FONTANA +, 1.8X, 9 AVENUE (CPUC # 101 SG --148.92, DOT # 026146T, 7 1250,57 FS 05,, OF: �YY Y YY INSTALL A,D.A, DETECTABLE WARNING SURFACE, DIMENSIONS PER PLAN 8 _ 'CONSTRUCT 'VARIABLE'A C; 'PAVtMENf 4T'ENO'OF CROSSING PANELS PER SCRRA STD. PLAN ES4201, DETAIL 7. I 10 X3. PROJECT n4 444400a 4440006 0 0.0 Q 0-b 0 PER SCRRA STD. ES5106, LENGTH PER PLAN ' , o&'a'aoao 0 tr Q4.6O 00. ' V�,/�+ � �y �" r, j 4 0. O 4 Q 0 4 1JV! yJ �l 3'X 4%, 4j' 4 QD 00:1 O.. _ 0 0.0 0 0.0 0 I L O 6'Q'a 6 0 0 �' 1 � / 4 0:.Q.0 0' 4 6, 0 0 0 6 0 b o ! 4 Q 0 -0 0. 0 O- 1 A 4 0 4 1 0 0 0 _ Uf� 0 000006 R/W PULL BOX 16 --_-_ 4040400 f /j \ 44a QD 0 (1250.56 FS)/_ flO 13 4-. 97, -(OH) E(OH) --- — 1 15 9+48.96 OLE (1249.46 TC) JOIN EX. 17 25 4 , m E OH) -- 1250,21 TC L=15' 11 I 2.0/, &, 1250.41 TC 14 WATER Govern me = � PP A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT &•I 1250.47 FS I D9 12 Fe 10;r(QH) —I 9+89.23 1250.33 TC 0" CF 17 0 9 e MIN RECORD DRAWING AS -BUILT NAME: Casey Miyashita COMPANY: SID&B, Inc. SIGNATURE: .s DATE: 5,/4/18 0 a 32 1 YN, A, ) 0 0 13 14 SIGNAL 14 6 16,08' 9.23' 13,59' 9*98.75, 48.89' LT TfDANEL LIMIT _1250.57 FS--_ --- 1250.57 FS 9 � x 28 LIMIT OF - 6 GRADING 10.9' - 10 L=25' e jr/ 19 'I o + cn 0000 0 AK. � ob o 4 0® jj0 3� I o -q a 04 4 4� O O 0 0 0 4 O'O 0 0 0 O 0 6 0 4 0 0 O.0 QI 12 0 0 0 0 4 0 0 `]j,(� I O 4:040600 3'/151.V L0 I (� O.-9 D 0 0 0 0 0 0 0 0 6 0 0 r 0 0 0 6 -0 0 0 8 Fe o -0 D O. 0 4 0 4 4 9 0 0 0 0 '7.00 0 0 O 4'0 40-. 10900 4- 0 0 0 O O D 06 040 b.0 46001 b O O O b 0 4 000gb a ` 11 L=10' e 91 a 118 1 g 12 F�E 1 CH) 1,47 JOIN EX, 1 - - — \(1250.44 TC) 10+09,23 3 SEE -INDEX 1250.20 TC # O (1250.41 TC) e 8 15.7' 0" CF SHEET #11 JOIN EX. ®` a � 10' �e� ele i I �J I� WEST OF JUNIPER AVE JUNIPER AVENUE REVISi01`I DESCRIPTION DATE ENGR. CITY 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 SHE PLANS TO BRING THEM INTO CONFORMANCE WITH REVISION - 01 12/20/16 -0.5 15. STANDARDS IN EFFECT. 3 NOTE: 1, SEE INDEX #CP -05, SHEET #11 FOR "� 1 JUNIPER AVENUE CENTERLINE DATA , 10-0075106 ' IN TA L 8 HII AI7F NCE PE CRRA D 10' CONSTRUCT SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1006. s 1" = 5' T=4" UNLESS NOTED OTHERWISE. 5 CONSTRUCT 8'' CURB AND GUTTER PER CITY OF FONTANA STD. DWG NO 1000 '6 INSTALL SELF CLOSING SWING GATE ASSEMBLY PER DETAIL ES4002 AVENUE (CPUC # 101 SG --148.92, DOT # 026146T, 7 INSTALL NEW CONCRETE CROSSING PANELS PER SCRRA PREPARED UNDER THE SUPERVISION OF: �YY Y YY INSTALL A,D.A, DETECTABLE WARNING SURFACE, DIMENSIONS PER PLAN _ 'CONSTRUCT 'VARIABLE'A C; 'PAVtMENf 4T'ENO'OF CROSSING PANELS PER SCRRA STD. PLAN ES4201, DETAIL 7. I 10 CONSTRUCT 4' HIGH 1" MESH FABRIC CHAIN LINK FENCE PROJECT DRAWN BY: PER SCRRA STD. ES5106, LENGTH PER PLAN ' 11 CONSTRUCT HAND RAILING PER SCRRA STD. ES4005 TYPE B, L. PALMER LENGTH PER PLAN. HANDRAILS SHALL BE POWDER COATED, AS SI -TOWN n ' THE PAINT COLOR SHALL BE FEDERAL e COLOR NO, FS34138, UNLESS OTHERWISE NOTED. ' 12 INSTALL 12" WHITE LINE (CROSSWALK) PER CALTRANS DETAILS A24F, 2015 STD. PLAN ' 13 PROTECT EXISTING CONCRETE IN PLACE 14 PROTECT EXISTING UTILITY IN PLACE 15 PROTECT EXISTING CURB AND GUTTER IN PLACE CHECKED 8Y: K. PIRBAZARI 16 ADJUST EXISTING UTILITY TO GRADE 1 17 SAWCUT EXISTING PAVEMENT ' 18 RELOCATE EXISTING CPUC STD. N0, 9 VEHICULAR GATE (BY OTHERS) 19 INSTALL AUTOMATIC PEDESTRIAN GATE W/ 2 -WAY FLASHERS PER ' SCR ��TD�S_ ES8308,,,183A ,-ARM LENGT"P_PJ�AN (BY OTHERS) J GRIND AND OVERLAY A.C. PAVEMENT PER DETAIL 4 ON G 2" MIN. J BACKFILL: WftFt COMPACTED -NATIVE AND GRADE -TG"DAYLIGHT - GRADE LEVEL PAD FOR SIGNAL HOUSE INSTALLATION PER SCRRA 0 STD ES8215, HOUSE INSTALLATION SHALL BE BY OTHERS 30 CONSTRUCT MESH FABRIC CHAIN LINK FENCE I PER SCRRA STD. ES5106, LENGTH PER FLAN a 31 CONSTRUCT R.O.W SECURITY GATE PER SCRRA STD. ES5107 i 32 CONSTRUCT 5" CONCRETE BOLLARD PER SCRRA STD. ES5107 4- r� � ' 14 SIGN C 1 l 9 C b Ln Q R/W_—__—.----------------_---- x(1250,89 FS) JOIN EX, 14 MANHC 14 CATCH 14 STORM DRAIN REMOVAL NOTES [�] REMOVE EXISTING A,C. PAVEMENT 0 REMOVE EXISTING CONCRETE BOLLARD fEMOVE EXISTING PIPE L G 14 REMOVE EXISTING K -RAIL TOLL FREE 'MEN' 1-8001-227-2600171, NOTE: 1, SEE INDEX #CP -05, SHEET #11 FOR JUNIPER AVENUE CENTERLINE DATA 5' 2,5' 0 5' 10' GRAPHIC SCALE, 1" = 5' SCALE APPLICABLE FOR FULL SIZE ONLY INDEX NO, CP -07 JUNIPER AVENUE (CPUC # 101 SG --148.92, DOT # 026146T, MP 48.92, PREPARED UNDER THE SUPERVISION OF: CITY OF FONTANA, TANA, CALIFORNIA JACO GRADE CROSSING PEDESTRIAN IMPROVEMENT PROJECT DRAWN BY: SCALE. L. PALMER JUNIPER AVENUE AS SI -TOWN n ' GRADE CROSSING PEDESTRIAN DESIGNED BY: DATE: L_ PALMER � IMPROVEMENT PLAN 07r08e16 -- -�1 CHECKED 8Y: K. PIRBAZARI APPRED DAT E: f DRAWING NU.:pCte 1 KEYVAN PIRBAZARI, P.E. CITY NINE 7 52 5445