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Home My WebLink About2262-2-4—i ..A ............. . ............. . ...... . i ,j - 1 1, - i — I - 11 ... /1, Tic/ ......:.'i—........ + .......... .. . ..... . ....... . . ..... .... 7-rZ-77 = ELVA 111110 =T- I -Kilev% I - -T I I 1 -1. 1 1 - I A I I I J............. . mclW =T --f= J L L_ f 1_ - L f I - 1. - .. .. .... .. . . . ...... .. . ............. ..... . ....... ........ t. . .... _=F . . ........ ......... . . .. . ........ �J . ....... . 4 ........... . ..... . .. ... ---- f ....... ...... . . . . . . . . . . . ...... ..... . . . ....... . ...... ........ . t --t i i . .... ..... b+OL) t) + L) L) 4+UU 5+UL) Z+OL) 1+U0 U+UU _6 a16T Z., 0) 0 SLD PE 1-- a- Z EXIST BLGIG,. 0 C4 50' RAILROAD EASEMENT W CL _jca Z C, WALL 06 0 LO ri 00<0 + r- 0 z 00 Cr ft) 6 t I -Z v Ld (z A,06 0 3:0) _+ a: n LL 0 + 4� - - - - - - - - - - 10--14-- Jf Ex I, oT ac,& 0 —0 0 FOOT/(VG L #scot so T PR 0 0 OP. SPUR PROP. RACK + L. AND C EXIST. RAIL IZ) 2 RACK 132.00' ------------- PL A N• ------- EX15T SLOPE LLA5T) At. T 2 3 15. 1 O 15' DRAINAGE 54 V4S 0/%/ X NEW LID PER,49041TECT-53 SEC7 EASEMENT (y<E X �,S T Z F- - - - - - - - - - - 48' 7 -4- . .............. OF EXIST. PORTION W EXIST CONC. LID WALL TO BE REMOVED W W -------------- CONSTRUCTION NOTES: - - -- - - - - - - - - - - — _T_ TO 8E REMOVED - - - - - - - - - - - - - - - - - - z - - - - - - - - - - - - - - - - - - - - Dl?,# 3 ADJUST EXISTING STORM DRAIN MANHOLE To GRADE PER SECTION "C" -"C", SHEET No. 1. _j (TYP.) 0 MATCH j FILL AREA T DIRT 34 L (�) CONSTRUCT SPUR TRACK RAIL, TIES, ROADBED ETC, PER SOUTHERN N TOP OF BALLAST W ek 0 W 5 "Cog 32' 32' PACIFIC STANDARDS, AND PER SECTION "A" -"A" SHEET No. I. FSQPDSEL7 GRATE C. PER - PROPOSED CONC. 72' 72* DETAIL 'A9 24"C_5.P 5.,9 N 323' CONSTRUCT WALKWAY AT SWITCH PER P.U.C. GENERAL ORDER No. 118,I. LANDING EX 16T TOP < STD. NOS. 4 AND 5. 62, 101 62' 10, 318' > FWAffiqST % 62, < EXISTING RAIL DOOR KNOCK -OUT PANEL. �AREA SALLA 9 T 7D BE FILLED WH IT Q� < FILL WITH z COMPACTED < GRAVEL EXIST. BLDG Kj N FROFO�)EO WALL < 5EE PLAN PLA z _J'_ L < EXIST CONC. SLAB TD REMAIN FOOTING CURVE DATA FYI'01CA SECRO11 Y 11T11RU 90083 � 4 RAIL CURVE CURVE STAKIN 'Al. T 5� (CHORD DEF.) (ARC DEF.) D-7*29'41" R=764.489' J.F. DAVIDSON ASSOCIATES, I NC, R=765.036' 0=6'21'35" Underground Service Alert 64*21*35" L=84.86' Call: T=42.47' TOLL FREE' APPROVED BY Lc84.66' T=42.47' 7Z IES (FOR REVISIONS DATED 2-10-97) 1 800 422 4133 DATE :2-24-17 . ..... PROPOSED STORM DRAIN INLET 1 TWO WORKING DAYS BEFORE YOU DIG TERESITO TABIOLO WITH REMEDIAL GRADING RICE NO. 38826 EXP. 3-31-97 AO Ta Southorn Pacific SHEET NO. PRIVATE ENGINEERING NOTE 7 HO E. ADDITII)AIAL 0,4ZZ,4�_246EC',5, RECOMMENDED FOR SEAL CITY SEA111711011 APPROVED BY 4,_ 9- �)3 Office of Regional Engineer Construction contractoragreesthat in accordance with generally accepted construction APPROVAL )FESS DATE 'C= ==7 C===7 t� ;if=— 1200 Corporate Center Drive, Monterey Park, California 91754 Practicea.fcon:truction,tontractor will llbe required to assume sole and complete res on- E= C= , C= =7 J.F.DAVIDSON ASSOCIATES,INC. sibility or Its cond one during theCourse of construction of the project.including safety of all persons and property:that this requirement shall be made to apply continu- ously and not be limited to normal working hours and construction contractor further CITY OF FONTANA. CALIFORNIA Z====7 =7 -CIVIL ENGINEERS SURVEYORS - PLANNERS- RAILROAD SPUR PLAN, PLANNERS - agrees to defend, indemnify and hold design professional harmless from any and fu 11' Habil- CHARLES L. 6' Ity real or alleged.in connection with the perfomanc:lof ork on this project,excepting P O. BOX 493 3350 SHELBY ST. #100 77-564 COUNTRY CLUB DR.#400-B 27349 JEFFERSON ST. #115 13521 "B" SANTA ANA AVE. liability arising from the sole negligence of design professional. __j KRCNI�JNIG - N0. 2 512 6 12-31-93 RIVERSIDE CA 92501 ONTARIO, CA 91764 PALM DESERT CA •92260 TEMECULA, CA 92390 cc NO. 45898 R.C.E. No. - EXP.DATE '2881 (909)686-0844 (909) 944�� (619) 36033780 (909)676-7710 FONTANA, CALIFORNIA FAX 909-686-5954 FAX 909-944-7761 FAX 619-360-3789 FAX 909-699-1981 OF_�SHTS, UP a-11-1 FOR: SPACE CENTER MIRA LOMA, INC. APPROVED BY DATE The private engineer signing these plans is responsible for DATE SCALE WESTERN REGION DWG. NO. IVIL i accuracy and acceptability of the design hereon.in the event of DRAWN BY CHECKED BY VAL. SEC. SHEET CHECKED BY SCALE discrepancies arising after county approval or during construction. DATE BY MARK APPR DATE (At4LV &e..." AS SHOWN BENCHMARK ROUTE NO M.P. DRAWING NO. the private engineer shall be responsible for determining an OF C acceptable solution and revising the plans for approval by the ENGINEER REVISIONS COUNTY L. t:=10AIM4 DATE SHEET NO. 1 county. DATE DATE DESIGNED BY CLK DRAWN BY cc CHECKED BY CLK R.C.E. NO.- ErP.DATE t1- '3- 1 R4 APRIL 1993 SEE SHEET No, I REVISED TO FILE DRAWER 2262 ....... ... - ----- ---- RIVERSIDE BLUEPRINT RIVERSIDE% CALIF. J.F.D. W.O. 9312976 ..... . ....... - -7t= .......... .. -4- .... . ...... . =T-- r2r'r'71 . . ...... t -4—i ..A ............. . ............. . ...... . i ,j - 1 1, - i — I - 11 ... /1, Tic/ ......:.'i—........ + .......... .. . ..... . ....... . . ..... .... 7-rZ-77 = ELVA 111110 =T- I -Kilev% I - -T I I 1 -1. 1 1 - I A I I I J............. . mclW =T --f= J L L_ f 1_ - L f I - 1. - .. .. .... .. . . . ...... .. . ............. ..... . ....... ........ t. . .... _=F . . ........ ......... . . .. . ........ �J . ....... . 4 ........... . ..... . .. ... ---- f ....... ...... . . . . . . . . . . . ...... ..... . . . ....... . ...... ........ . t --t i i . .... ..... b+OL) t) + L) L) 4+UU 5+UL) Z+OL) 1+U0 U+UU _6 a16T Z., 0) 0 SLD PE 1-- a- Z EXIST BLGIG,. 0 C4 50' RAILROAD EASEMENT W CL _jca Z C, WALL 06 0 LO ri 00<0 + r- 0 z 00 Cr ft) 6 t I -Z v Ld (z A,06 0 3:0) _+ a: n LL 0 + 4� - - - - - - - - - - 10--14-- Jf Ex I, oT ac,& 0 —0 0 FOOT/(VG L #scot so T PR 0 0 OP. SPUR PROP. RACK + L. AND C EXIST. RAIL IZ) 2 RACK 132.00' ------------- PL A N• ------- EX15T SLOPE LLA5T) At. T 2 3 15. 1 O 15' DRAINAGE 54 V4S 0/%/ X NEW LID PER,49041TECT-53 SEC7 EASEMENT (y<E X �,S T Z F- - - - - - - - - - - 48' 7 -4- . .............. OF EXIST. PORTION W EXIST CONC. LID WALL TO BE REMOVED W W -------------- CONSTRUCTION NOTES: - - -- - - - - - - - - - - — _T_ TO 8E REMOVED - - - - - - - - - - - - - - - - - - z - - - - - - - - - - - - - - - - - - - - Dl?,# 3 ADJUST EXISTING STORM DRAIN MANHOLE To GRADE PER SECTION "C" -"C", SHEET No. 1. _j (TYP.) 0 MATCH j FILL AREA T DIRT 34 L (�) CONSTRUCT SPUR TRACK RAIL, TIES, ROADBED ETC, PER SOUTHERN N TOP OF BALLAST W ek 0 W 5 "Cog 32' 32' PACIFIC STANDARDS, AND PER SECTION "A" -"A" SHEET No. I. FSQPDSEL7 GRATE C. PER - PROPOSED CONC. 72' 72* DETAIL 'A9 24"C_5.P 5.,9 N 323' CONSTRUCT WALKWAY AT SWITCH PER P.U.C. GENERAL ORDER No. 118,I. LANDING EX 16T TOP < STD. NOS. 4 AND 5. 62, 101 62' 10, 318' > FWAffiqST % 62, < EXISTING RAIL DOOR KNOCK -OUT PANEL. �AREA SALLA 9 T 7D BE FILLED WH IT Q� < FILL WITH z COMPACTED < GRAVEL EXIST. BLDG Kj N FROFO�)EO WALL < 5EE PLAN PLA z _J'_ L < EXIST CONC. SLAB TD REMAIN FOOTING CURVE DATA FYI'01CA SECRO11 Y 11T11RU 90083 � 4 RAIL CURVE CURVE STAKIN 'Al. T 5� (CHORD DEF.) (ARC DEF.) D-7*29'41" R=764.489' J.F. DAVIDSON ASSOCIATES, I NC, R=765.036' 0=6'21'35" Underground Service Alert 64*21*35" L=84.86' Call: T=42.47' TOLL FREE' APPROVED BY Lc84.66' T=42.47' 7Z IES (FOR REVISIONS DATED 2-10-97) 1 800 422 4133 DATE :2-24-17 . ..... PROPOSED STORM DRAIN INLET 1 TWO WORKING DAYS BEFORE YOU DIG TERESITO TABIOLO WITH REMEDIAL GRADING RICE NO. 38826 EXP. 3-31-97 AO Ta Southorn Pacific SHEET NO. PRIVATE ENGINEERING NOTE 7 HO E. ADDITII)AIAL 0,4ZZ,4�_246EC',5, RECOMMENDED FOR SEAL CITY SEA111711011 APPROVED BY 4,_ 9- �)3 Office of Regional Engineer Construction contractoragreesthat in accordance with generally accepted construction APPROVAL )FESS DATE 'C= ==7 C===7 t� ;if=— 1200 Corporate Center Drive, Monterey Park, California 91754 Practicea.fcon:truction,tontractor will llbe required to assume sole and complete res on- E= C= , C= =7 J.F.DAVIDSON ASSOCIATES,INC. sibility or Its cond one during theCourse of construction of the project.including safety of all persons and property:that this requirement shall be made to apply continu- ously and not be limited to normal working hours and construction contractor further CITY OF FONTANA. CALIFORNIA Z====7 =7 -CIVIL ENGINEERS SURVEYORS - PLANNERS- RAILROAD SPUR PLAN, PLANNERS - agrees to defend, indemnify and hold design professional harmless from any and fu 11' Habil- CHARLES L. 6' Ity real or alleged.in connection with the perfomanc:lof ork on this project,excepting P O. BOX 493 3350 SHELBY ST. #100 77-564 COUNTRY CLUB DR.#400-B 27349 JEFFERSON ST. #115 13521 "B" SANTA ANA AVE. liability arising from the sole negligence of design professional. __j KRCNI�JNIG - N0. 2 512 6 12-31-93 RIVERSIDE CA 92501 ONTARIO, CA 91764 PALM DESERT CA •92260 TEMECULA, CA 92390 cc NO. 45898 R.C.E. No. - EXP.DATE '2881 (909)686-0844 (909) 944�� (619) 36033780 (909)676-7710 FONTANA, CALIFORNIA FAX 909-686-5954 FAX 909-944-7761 FAX 619-360-3789 FAX 909-699-1981 OF_�SHTS, UP a-11-1 FOR: SPACE CENTER MIRA LOMA, INC. APPROVED BY DATE The private engineer signing these plans is responsible for DATE SCALE WESTERN REGION DWG. NO. IVIL i accuracy and acceptability of the design hereon.in the event of DRAWN BY CHECKED BY VAL. SEC. SHEET CHECKED BY SCALE discrepancies arising after county approval or during construction. DATE BY MARK APPR DATE (At4LV &e..." AS SHOWN BENCHMARK ROUTE NO M.P. DRAWING NO. the private engineer shall be responsible for determining an OF C acceptable solution and revising the plans for approval by the ENGINEER REVISIONS COUNTY L. t:=10AIM4 DATE SHEET NO. 1 county. DATE DATE DESIGNED BY CLK DRAWN BY cc CHECKED BY CLK R.C.E. NO.- ErP.DATE t1- '3- 1 R4 APRIL 1993 SEE SHEET No, I REVISED TO FILE DRAWER 2262 ....... ... - ----- ---- RIVERSIDE BLUEPRINT RIVERSIDE% CALIF. J.F.D. W.O. 9312976