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HomeMy WebLinkAbout1588 BENCHMARK ELEV: 1164.409 BM NO. 122 CHIZ TT N.E.C. CONCRETE VAULT IN FRONT OF ABITIBI PLANT, SO. SIDE ARROW ROUTE, WEST OF STREET AND RAILROAD CROSSING IMPROVEMENTS FOR MIWKEN. LOCATED AT STA 55+89, 38'R OF 6$ Underground Service Alert Call: TOLL FREE 1 -800-422-4133 R O \N R 0 U I E TWO WORKING DAYS BEFORE YOU DIG FROM THE B . N . S . F . RAILROAD CROSSING TO 400 ' WEST OF MILLIKEN AVENUE 4" AC OVER 8" CAB (PROP.) REMOVE EXISTING PAVEMENT CONSTRUCTION NOTES 8" CURB & GUTTER (EXIST.) GENERAL NOTES: &CONSTRUCT P, C. C. CURB AND GUTTER PER CITY STD. DWG. NO. 104. All work shall conform to the Cit of Rancho Cucamonga Standard Drawings and the Standard CURB FACE 8' UNLESS NOTED, GUTTER WIDTH 24' OR MATCH EXIST. R�1N 509C�L R/W 1 . Specifications for Public Works Congstruction, (Green Book, 1994 Edition andincluding the 1995 &CONSTRUCT �4' THICK P, C. C. SIDEWALK PER CITY STD, DWG. NO. 114. supplements. WIDTH = 4' UNLESS OTHERWISE SHOWN ON PLAN. 36' 14 2. Public and Private utilities and substructures shown hereon are from available records. The &REMOVE 14' 36' 18' Contractor shall be responsible for protecting all utilities and substructures as shown within the construction limits of this project and shall be responsible for any damage as a result of the &PROTECT IN PLACE 2- VARIES EXISTING GRADE construction operations. w Y o . . . &CONSTRUCT 4 A. C, OVER 8 C. A. B PER CITY STD. DWG. NO. 100-A. - .89q, Q % 3. The Contractor shall note Underground Service Alert 1 -800-422-4133 and the following utilities s W� 2 notify 9 9 EXISTING GRADE _ VARIES to-8 o c�m 2.38 06% -_ - - �- - - _ - - _ two working days prior to construction or regarding any problems. �6 REMOVE EXI STI NG A. C. PAVEMENT. - - _ 0 2g� to +2 53� --- - - a7 ADJUST TO GRADE Southern California Edison Co. 909 989_5861 Southern California Gas Co. 909 335 7712 8 RELOCATE ( ❑ I General Telephone Co. 800 422-4132 Cucamonga Count Water District 909 483-7440, Richard Oaxacca &SAWCUT o�� X TYPICAL CROSS SECTION — ARROW ROUTE - g y F Chino Basin Municipal Water District 909 357-0241 ext. 434 Murali Santebennur &CONSTRUCT 8 CURB ONLY PER CITY STD. DWG. NO. 104. �, STA 53+80 TO STA 56+56 P t 0 P HORIZ: 1 =10 T.1. = 9 CONSTRUCT RIVER WASHED GRANITE COBBLESTONE PER DETAIL, SHEET 2. SCALE VERT: 1"=2' R = 56 PROPOSED FLASHER AND GATE 4. For inspection of this project, the Contractor shall contact the Public Works Section at 477-2740 (4 PLCS.) ext. 2341 two working days prior to the required date. &RECONSTRUCT EXIST, S. M. H. TO GRADE CCODRDI NATE WITH C. C. W. D. PER CITY 1 5. A permit shall be obtained from the City of Rancho Cucamonga prior to any construction or &REMOVE PORTION OF EXIST. D. A. AND CONSTRUCT NEW D. A. encroachment within any City of Rancho Cucamonga easement or rights—of—way. STD, DWG. NO. 101-C W=341 . R=8' ). DOWEL INTO EXIST. D. A. WITH 1I4 BARS 30' L.G. AT 18' 0. C. PROPOSED TRACK AND RUBBERIZED CROSSING PADS � » M M COBBLE HARDSCAPE (PROP.) 6. The Contractor shall have a Class A or C-12 Contractors License. 4" AC OVER 8" CAB (PROP.) OVER 8" CAB (PROP.) 7, Contractor shall verify all conditions and dimensions shown on the plans at the site prior to commencement " " 8 CURB PROP. 8 CURB PROP. (PROP.) (PROP.) " " " " rrfy direction immediate) t the city. of an work. All discrepancies shall be re orted for0 8 CURB & 24 GUTTER PROP. YPY Y 8 CURB & 24 GUTTER PROP. (PROP.) WORK PERFORMED BY BNSF RAILROAD 0" CF AT TRACK 0" CF AT TRACK 8. The Contractor shall familiarize himself with all underground utilities, pipes and structures, and @>REMOVE EXIST. R. R. CROSSING SIGNAL R R/W shall take sole responsibility for the repair re lacement at no cost to the Cit for � -- 1 _- _ P Y P � p Y• R2 ADJUST OR RELOCATE EXIST. R. R, UTILITY BOX � 50T any damage of said underground utilities, pipes and structures. &INSTALL RUBBER CROSSING 14 36 - - 36 -14 9. This project requires coordination of work between the City's Contractor, the BNSF Railroad, and So. Cal. Gas Co. This City's Contractor will be required to phase its work around the schedule R4 ADJUST RAILROAD TRACKS4'W SIDEWALK PROP. 18' of the BNSF Railroad and the Gas Co. (PROP.) 4-W SIDEWALK (PROP.) &INSTALL #9 RAILROAD CROSSING GATES AND FLASHER LIGHTS - _ 1j EXISTING SURVEY MONUMENTATION VARIES All existing survey monuments that will be disturbed by this project shall be referenced and 1.899; TO VARIES a w reset by the Cit 's Construction Surveyor in accordance with Section 8771 of the California � 1.259; -1.94 V 2% A y WORK PERFORMED BY UTILITY OWNER EX13'T1NG. GRADEto �m RIES Surveyors Act Found monuments are shown on the pions and described as follows: 2.00% -1-897. to ti?' TOP OF TRACK PROFILE �,� Ui RELOCATE EXISTING AIR VENT - BY SO. CAL. GAS - - — - —� - - -2 � EXISTING GRADE L� MONUMENT S.B.C.S. BR. DISK W 1/4 COR SEC. 7 T. 1S., IR. 7W AND REF. ON R.C.T.B. 4-20, (SEE PLAN STA _ 52+78.55). &RELOCATE GAS LINE LOCATION SIGN - =- - - - - - - - - _ 2" BR. DISC. IN CONIC. MONUMENT STAMPED E 1/4 COR. SEC. 12 T. 1 S., R. 7W. LS 2380 AND REF. ON P.M. 8648, I _ P.M.B. 59/91-95, do R.0 T.B. 4-20, (SEE PIAN STA 52+78.55, 66.95'L). _ r 3�— 1 I.P. W/PLASTIC PLUG MKD. "LOCKWOOD ENGR. R.C.E. 9101-, FLUSH, AND REF. ON P.M. 11691, P.M.B. 140/83-90, CROSS SECTION — ARROW ROUTE - - (SEE PLAN STA 56+65.10). STA 52+25 TO STA 53+80 �- 1 I.P. W/TAG "LS. 3988-. FLUSH, AND REF. ON P.M. 11891, P.M.B. 140/83-90, (SEE PLAN STA 52+80.05, 50-R). STRIPING NOTES SCALE HORIZ: 1 "=10' T.1. = 9 1" I.P. TAGGED R.C.E. 33340, AND REF. ON P.M. 12959-1. P.M.B. 170/73-78, (SEE PLAN STA 52+61.55, 50'R). 0PAINT DOUBLE YELLOW UNE PER CITY STD. 133 VERT: 1 =2 R = 56 �— 6 1" I.P. — R.C.E. 9101, REF. ON R.C.T.B. 4-20, SEE PLAN STA 52+78.55, 30'R). PAINT TWO—WAY LEFT TURN LANE PER CITY STD. 133 � ( 3�- PAINT 4" SKIP WHITE UNE PER CITY STD. 133 7 2" I.P. - R.E. 722 REF. ON R.C.T.B. 4-20 SEE PLAN STA 52+78.55 30'L . 4� PAINT 4" SOLID WHITE LANE UNE PER CRY STD. 133 _.._••_.._ _ ._• RANCHO LEGEND: � ( � PAINT 80 SOLID WHITE UNE PER CRY STD. 133 CUCi ►� PORTLAND CEMENT CONCRETE �- 6'z 6" CONIC. MON. STAMPED U.S.C. PROP. CORN., L.S. 2380, DOWN 0.5' REF ON P.M. 10007 P.M.B. 110/ 18-19 ❑❑lJ I I (SEE PLAN STA 52+61.55, 50'L). PAINT 12 SOLID WHITE UNE PER CRY STD. 133 �J I a— REPAINT TYPE IV ARROW PER CALTRANS STD. A24A Lso Ave / 24TH STI C.A.B. A LlU D IZT TVQ I,J - SWT, 3[]FBA2Qj-b?j 0—REPAINT RAILROAD CROSSING SYMBOL PER CALTRANS STD. A24C ,, ! UMMfT A 9 REMOVE AND SALVAGE To CITY YARDr NEW ASPHALT CONCRETE CRY 10 REMOVE BY WET SANDBLASTING ' ❑❑� �ct+uw ❑ DESCRIPTION OF REVISION DATE AppspyEp; ❑oo� Z REMOVE ASPHALT CONCRETE 11 PAINT 12 SOLID YELLOW UNE PER C Z HrORA P TRANS STD. A20D DET. 39 12 PAINT 6 SOLID WHITE UNE PER CAL CITY Or RANCHO CUCAMONGA . �:NIE � ❑E ❑❑ 13 PAINT TYPE 1(10) ARROW AND "BIKE LANE" LEGEND PER CALTRANS l �l❑ INDEX: STD. A20D AND A24D r uRc sr I SHEET DESCRIPTION TITLE SHEET 14 INSTALL SIGN ON NEW POST OR EXISTING STREET LIGHT AS SHOWN DI' 1 TITLE SHEET F ILL BLVD El LEI 15 RELOCATE ���� 6 2 PLAN AND PROFILE ARROW ROUTE ARROW ROUTE 0- INSTALL G939 ON RELOCATED SIGN AND POST z _ A 3 SIGNING AND STRIPING PLAN 17 REPAINT LEGEND PER CALTRANS STD. 24D Z BNSF RR RR CROSSING AND STREET I M P R OVE M E NTS 18 PAINT 12" SOLID WHITE UNE PER CRY STD. 133 AND CALTRANS V��17M FROM THE B N S F RR CROSSING TO 400' WEST OF MIWKEN AVE. TRAFFIC MANAUL FIG. 6-44 Z BTM INSTALL R-17 SIGN ON POST n nINSTALL HYDRANT MARKER PER CRY STD. 134 -•11-! -`TM. ..- ..-.. �/fi� QftOFSS/ ' APPROVED BY: DATE: � � �� �. � t� CITY ENGINEER RCE: 24 5. 3-31 (y ,>c• �� sa DESIGN P_Q N P R E a A R B, RECOMMENDED No. 24953 r" CSB CITY OF RANCHO CUCAMONGA n �a Exp. 12-31-97 rq 10500 CIVIC CENTER DRIVE 9� Crn`, �w\ * ' \! DRAWNDRAWNCSB RANCHO CUCAMONGA, CA 91730 SHEET 3 MACIV V_ VICINITY P OF coO OF N0? TO SCALE a%" CHECKED -R.C.E. NO� DRAWING NO. HM DATE 8-1-95 ME No 95-24 1 588 - -- - - --- - - - - - -- - __ - r '� - - - - - - - 15' 10' 30' R K ELEV- 1164.409 , BENCHMARK - - - - - - - - - - - -- �- -- - - - - - - - - BM NO 122 - - - - - -- CCONCRETE -- - - - - T IN FRONT OF - - - - - - - - r4 ABITIBI PLANT. SO. SDE ARROW L ROUTE. WEST OF W AVE. LOCATED AT STA 55+89 38'R OF � o PROFlI+.E T - -- - - - - - - - - -l- -- - 0 z04 -- - - - - - - - -j- :1.1 u • J , • - A .I- t ._, hip R5 DETAIL �� RChhM 1PROFlLE AT 18 77� .2 ( PLCS.) - • Q SCALE. 1 -20 _ �• - pp - ww - + — f — - + N - - - - - CURB MORTAR COBBLESTONE FLAT SIDE UP NOTES: _ CA+ _ 1. ALL A E N NES SHALL BE FlLLED WITH CLAS RTAR. 1 PART + H CEMENT TO 2-1/2 PARTS SAND, 2000 PSI PORTLAND CEMENT CONCRETE. (NO 65 -- -- - -- -- - — - - - - — 2% "DRY-PACK" IS ALLOWED). - -_ 2. A SAMPLE AREA, MIN. 40 SQ. FT., SHALL BE APPROVED BY THE CITY INSPECTOR, PRIOR 0. T. 1 - - 6 -- - - -- — TO PROCEEDING WITH REMAINING ROCK WORK 3 FINAL RESTING POSITION OF ALL ROCKS TO BE APPROVED BY THE THE CITY INSPECTOR. d d d - - PO RO ''3. - -- - -- --- - __ SPE d 4 - -- - — - — _ — - - — — - — - - -- / 4. ROCKS SHALL BE SMOOTH, ROUNDED AND FREE OF OBJECTIONABLE DISFIGURATIONS AND Ti '! � 3 MINIMUM CONCRETE BED EXCESSIVE IRON CONTENT. I _ { �; t- v - - - - - - - - - - - - - - - - - - -- SECTION A-A UNDERNEATH COBBLESTONE ' n NTS 5 CONCRETE CLASS 520-D-2500. - 6k. 9 .1 x L 4 213 _ - 1!L 11 — - - - - - _ - - - I•I _ - -: -- — - j - - - - - - �o AT ►ov` - tB�R U I NOTES - - - - - - n - + - -- - - - - -- -- - '� - - - - - - - - - - -. �1 CONSTRUCT P. C. C. CURB AND GUTTER PER CITY STD. DWG. NO. 104. _ - -- CURB FACE 8' UNLESS NOTED, GUTTER WI DTH 24' OR MATCH EXIST. -74 tE �► ' - -� 1�; � � � -• - - - - - - - - - - - - a2 -CONSTRUCT 4' THICK P. C. C. SIDEWALK PER CITY STD. DWG. NO. 114. -- — - r'' - - - -- — - - - z pit 4 4 - - - - - + - - - - -- - - `.:J REMOVE i i' 'i ~ I I - ► - - - - - - - - -- PROTECT IN PLACE I - --j I- --1 49 - a - - CONSTRUCT 4' OVER 8' A. C.A• C. OV C. A. B PER CITY STD. DWG. NO. 100-A. - 1 - - - - - -- - 6 - - - - - -- -- - - - 6 --- - - - - -- -- -- - - - - - - -- a6 REMOVE EXISTING A. C. PAVEMENT. a7 ADJUST TO GRADE - - - -- _ aRELOCATE - - - - -- - - - - -- - - - - -- -- - - -- - - -- - - - -- - �SAWCUT HORIZ. SCALE: 1 "=40' _ _ ^ &CONSTRUCT 8' CURB ONLY PER CITY STD. DWG. NO. 104, VERT. SCALE: 1 "=2' - � �� - -- -- -- - — - - - -- - - - 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 11 CONSTRUCT RIVER WASHED GRANITE COBBLESTONE PER DETAIL, SHEET 2. 1 I &RECONSTRUCT EXI ST. S. M. H. TO GRADE (COORDI NATE WI TH C. C. W. D. ) &REMOVE PORTION OF EXIST. D. A. AND CONSTRUCT NEW D. A. PER CITY I I I STD. DWG, NO. 101 -C W=34' . R=8' ). DOWEL INTO EXIST. D. A, WITH g I I + I I *4 BARS 30 L.G. AT 18 O. C. o 13 DEPRESS SIDEWALK TO MEET FLUSH AC B M WITH TOP OF VAULT 8 g 3 + I WORK PERFORMED BY BNSF RAILROADo w n,zA>aVl r m-+ cmc R3 R4 U1 ExisTlrIG iMPPOVE�nErITS 6 5 3 8 3 4 3 `� T;0, � 1 A g C> m FEF CITY P LA r l 1513 Z Rl REMOVE EXIST. R. R. CROSSING SIGNAL N O ON Ow —LA z D m n � I m� v>0 2 2 R5 2 c�+ GRADE FLOWLINE TO `-�, " U R2 ADJUST OR RELOCATE EXIST. R. R. UTI LI TY BOX i <! o DROP INLET z U m o I I � 0 7 m I m o \ R3 INSTALL RUBBER CROSSING R/W z L 2:1 1 z /W- - Ln m R _ o 0 I 5: 46A,W4� ,5:1 o --- -- - s. - * - l - / R4 ADJUST RAILROAD TRACKS r / _- i INSTALL *9 RAILROAD CROSSING GATES AND FLASHER LIGHTS v4 6A,V' 4L4 ROUTE I'd coARROW G �I 12 ' 2 PLC - --<.; v �� f -- •; � Y UTILITY OWNER 3 _ i A .,-- -- -8927` - E -- - - - RELOCATE EXISTING AIR VENT - BY SO, CAL. GAS 2 E -- — — - RELOCATE GAS LINE LOCATION SIGN -.- _ -- --- .. - _ vr __ ____- _ __ _ — 3 , 7 . � - 'Qa 7 � $ u - ----- / _-. /W — T , R/W C- R/W �X cnm woDc�cn�` R cc) c-�04z 2 x R �z - C ao c-i, r� j m cn � f CD EP i> �X 4 �// m x rn — l 2 rn 0� �. o �� V4 EXISTING 't,IPPOVEMENTS o EXISTING IMPPOVEMENTS N3m C- �moo� l Ln E < PES CiIY PIAN 51 ( PEP CITY PLAN 1339 1rzrl �z �� z0z F o rock z c (�I ( I GTI( z m ml 0 W ( 1 DESCRIPTION OF REVISION DATE APPROVED; .1 II I I CITY OF RANCHO CUCAMONGA s ( MILLIK N AVENUE -1 N I PLAN AND PROFILE ARROW ROUTE ~ RR CROSSING AND STREET IMPROVEMENTS FROM THE B N S F RR CROSSING TO 400' WEST OF MIWKEN AVE. Underground G �10 ��Nm J. l CITY ENGINEER RCE: 245S LEGEND QaoF S� APPROVED BY: - DATE: S e ry I c e AI a rt PORTLAND CEMENT CONCRETE �� `moi ° h pE$ ,� PLAN PREPARED BY: � Call: TOLL FREE C,A,B, n No. 24953 z 1 -800-422-4133 ( � � CSB CITY �0� �RANCHOIVIC CENTER p CUCAMONGA 1 -800-422-4133 W Exp. 12-31-97 L.� NEW ASPHALT CONCRETE , C1V1` °R1'''"" RANCHO CUCAMONGA, CA 91730 SHEET CSB y/ 2 of 3 TWO WORKING DAYS BEFORE YOU DIG REMOVE ASPHALT CONCRETE of c�►�� CHECKED 'RC.E. NO 36937 DRAWM NO. ❑I MONUMENT SEE TITLE SHEET FOR DESC. HM DATE 10-1-96 ME ND 95-24 1 588