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Home My WebLink About5445REV-9' EX. BOLLARD 1 i 1 EX. SIDEWALK 13 (1253.82 JOIN EX. (1253.84 FS) JOIN EX. JOIN EX. SIGNAL14 EX. PIPE GATE \1 EX. SIGN �EX. SIGNAL CABINET 7.92' LIMIT OF I 1 28 GRADING 1254.37 FS / .. < L=23' L � 1 6.08' 6.06` SIGNAL 14 12,54.39 F U '�l ~ / L0 X °° Lam, z Ln N � 9+62.46 Du -'T 0 o SIPJAM) �BAG DIAD TWOS WO BEFORE DAYS BEFORE YOU DIG .� YOU DIG 1'h�! Lel- 'u''-� TOLL FREE 1-$00-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT i CONSTRUCTION NOTES: 14 PROTECT EXISTING UTILITY IN PLACE EX. PIPE GATE \1 EX. SIGN �EX. SIGNAL CABINET 7.92' LIMIT OF I 1 28 GRADING 1254.37 FS / .. < L=23' L � 1 6.08' 6.06` SIGNAL 14 12,54.39 F U '�l ~ / L0 X °° Lam, z Ln N � 9+62.46 Du -'T 0 o SIPJAM) �BAG DIAD TWOS WO BEFORE DAYS BEFORE YOU DIG .� YOU DIG 1'h�! Lel- 'u''-� TOLL FREE 1-$00-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT i SCRRA MAINLINE 1 I 15' I 15.78' 1254.24 FS 9+98.86. 43.28' LT �s CONSTRUCTION NOTES: 14 PROTECT EXISTING UTILITY IN PLACE Qt CONSTRUCT FULL DEPTH A.C. PAVEMENT, 8" MIN. 15 PROTECT EXISTING CURB AND GUTTER IN PLACE 9 11 A.B. MIN, 16 ADJUST UTILITY TO GRADE O CONOTED 1006, 17 SAWCUT EXISTING PAVEMENT CUC=INGN,4" GRAPHIC SCALE: 1" = 5' Deo eeoo SCALE APPLICABLE FOR FULL SIZE RELOCATE EXISTING CPUC STD.NO.9 VEHICULAR O 0TD. NO 1000 INDEX GATE (BY OTHERS) © INSTALL SELF CLOSING SWING GATE ASSEMBLY PER DETAIL ES4002 19 INSTALL AUTOMATIC PEDESTRIAN GATE W/ 2 -WAY FLASHERS PER SCRRA STD's O INSTALL NEW CONCRETE CROSSING PANELS PER SCRRA STD. ES4201 (BY OTHERS) JAC®B�° ES8308, ES8309, ARM LENGTH PER PLAN (BY OTHERS) PROJECT �B L. PALMER SIERRA AVENUE GRADE CROSSING PEDESTRIAN IMPROVEMENT PLAN AS SHOWN DESiGHED W, L. PALMER ® CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF ® INSTALL A.D.A. DETECTABLE WARNING SURFACE, DIMENSIONS PER PLAN 5445 NO.. FONTANA STD, PLAN NO. 1003, D=8'. O9 CONSTRUCT VARIABLE A.C. PAVEMENT AT END OF CROSSING PANELS ©5 GRIND AND OVERLAY A.C. PAVEMENT PER DETAIL 4 ON G-06 PER SCRRA STD. PLAN ES4201, DETAIL 7. o°e0°° 10 CONSTRUCT 4' HIGH V MESH FABRIC CHAIN LINK FENCE PER SCRRA © CONSTRUCT PORTION OF CONCRETE CROSS GUTTER PER APWA STD, PLAN 122-2, MATCH EXISTING SECTION STD. ES5106, LENGTH PER PLAN © CONSTRUCT FULL DEPTH CONCRETE DRIVE, MATCH EXISTING SECTION AND FINISH 11 CONSTRUCT HAND RAILING PER SCRRA STD. ES4005 TYPE B, LENGTH PER PLAN. HANDRAILS SHALL BE POWDER COATED, THE PAINT COLOR SHALL BE FEDERAL ® BACKFILL WITH COMPACTED NATIVE AND GRADE TO DAYLIGHT COLOR NO. FS34138, UNLESS OTHERWISE NOTED. 12 INSTALL 12" WHITE LINE (CROSSWALK) PER CALTRANS REMOVAL NOTES: DETAILS A24F, 2015 STD. PLAN Q REMOVE EXISTING A.C. PAVEMENT 13 PROTECT EXISTING CONCRETE IN PLACE20 REMOVE EXISTING CONCRETE SCRRA MAINLINE 1 I 15' I 15.78' 1254.24 FS 9+98.86. 43.28' LT �s No. RADIUS DELTA LENGTH I118 0 15,00' 9 11 23.81' 15.25' 5' 2.5' 0 5' 10' GRAPHIC SCALE: 1" = 5' Deo eeoo SCALE APPLICABLE FOR FULL SIZE ONLY O INDEX N0: CP -03 SIERRA AVENUE (CPUC # 101 SG -49.10, DOT #026145L, MP 49.10) PREPARED UNDER THE SUPERVISION OF: 000000 OF FONTANA, CALIFORNIA JAC®B�° GRADE CROSSING PEDESTRIAN IMPROVEMENT PROJECT �B L. PALMER SIERRA AVENUE GRADE CROSSING PEDESTRIAN IMPROVEMENT PLAN AS SHOWN DESiGHED W, L. PALMER 9 Dote gl�/I� KEYVAN PIRBAZARI, .E. CHECKED BY: K. PIRBAZARI � DATE: 5.3 ! APP CITY71/1 5445 NO.. Ln o°e0°° Deo 00 e I 000000 ee°ee°° e 12 e00oo 0e ao0ooeoo 1 o0oeo o 60 °ecccu° e o°°eee I o e e e e 1.2z 1 1 ---► e e e e 10' 9+74.91 9+89.34 1254.35 TC 1254.17 TC 0" CF e e e e 10' 15' I 5 1 17 2 I e ele I e WEST OF SIERRA AVE 011 2.5% ® REMOVE EXISTING DECORATIVE FENCE AND FOUNDATION TO NEAREST POST 12 REMOVE EXISTING CURB RETURN ACCESS RAMP EX, SIDEWALK z 0 a ujto 6`1 OuiX Ln Z5LnZ oo ,�z EX. LANDSCAPING C14of U -w 17 04 I Ow Ld , Fn N u- �' z H— J 0 Z I o � a1 u 3 QN a N2 4 CN a Z , - — GB oo I-� ir Li w Z x1 '- O Q , N (n�� LL_Of �[ oo Ln _ ,� 10+33.77 Li CD Q 6 " L` ro (1254.42 TC) O N rn N 2' JOIN EX. r Z> I 00 4Ln 17 CN L R/W 10+33.83 BCR 1254.34 FS 1254.32 TC �9� 0 1254.30 TC 0o aoOe 1253.80 FL °O .000000 / 5 SE INDEX = P-01 HLLI f/ o.... o ° Ln 1253.76 TC LnN o 0 0" CF "' LL ° °°°` 12 4 1253.74 TC 1254.21 TC 1253.71 FL UU NZ �Z amu- m� 1 17 c+' Juo_ c+ na LO �c� 0M 5 0 I,)u?w EO 004 2 Q^ nC14Z� QLgL'oZ CD C14 fn CV 1 tnN�Q RENSIDN DESCPoPTIDN DATE ENGR OTY 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 THE PLANS TO BRING THEM INTO CONFORMANCE WITH - 01 12/20/16 t� 53 17 STANDARDS IN EFFECT, SIERRA AVENUE 7 FS) EX. CROSS GUTTER (1253.83 FS) JOIN EX, ul (n CD l� 'D I -00X 2 O J . W QM )u)Z 6 N 0 Ul CV.^--.) CURVE DATA TABLE No. RADIUS DELTA LENGTH TANGENT DA 15,00' 900 56'51" 23.81' 15.25' NOTE,- OTE1, 1.SEE INDEX *CP -01, SHEET 7 FOR SIERRA AVENUE CONTROL LINE DATA 5' 2.5' 0 5' 10' GRAPHIC SCALE: 1" = 5' SCALE APPLICABLE FOR FULL SIZE ONLY INDEX N0: CP -03 SIERRA AVENUE (CPUC # 101 SG -49.10, DOT #026145L, MP 49.10) PREPARED UNDER THE SUPERVISION OF: CITY OF FONTANA, CALIFORNIA JAC®B�° GRADE CROSSING PEDESTRIAN IMPROVEMENT PROJECT �B L. PALMER SIERRA AVENUE GRADE CROSSING PEDESTRIAN IMPROVEMENT PLAN AS SHOWN DESiGHED W, L. PALMER DATE: 07/08/16 Dote gl�/I� KEYVAN PIRBAZARI, .E. CHECKED BY: K. PIRBAZARI � DATE: 5.3 ! APP CITY71/1 5445 NO..