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Home My WebLink About5484-67 { I 1970 1960 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 1960 128+00.OU J _ 1 N LL. } co i Q) vij I I i 3 3 cod i i (6 6 uV - CAI WW } J N � . 1960.12; EP LLJ u tL i J co -i w .}i 44.00 cn 4- 0) J11965-.6�-EP 44.00 W'LY WLY oco u v U-) u J � w J coq - X 1 (1965.68) F FS J x o -. u' o Ui r, w r) o ' 30.53i' 39.5 ' W'LY w r)coIm L i Lei . I �, o _2.690) J 1.7% - - 2�) - =gJr ro, r'N Nj (1 o)_ - e -31 r) N - - 2 __ --- - IN 2.6 %-{---- -- - 2.9 2.0ro 9; YS- - O , (1965.41 FS FS i, (1960.21)FS 'LY (1960.15) I FS `R/W (1963.86) FS I (1961.49) FS 45.41' W'LY i 50.00: WILYI 26.80' FS 30. 0' E' -(1066.89)-M (19 6.67) R/W 2' W Y 2 .06' E'LY 30.100' E' (1965.55) 6.93' ELY FS 0' E'L 3 (1955.86) FS (1955.62) R/W 46.97' WL 48.00' 'LY 26.75' E'LY 1970 1960 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 1960 128+00.OU 130+50.00 1970 J _ 1 N LL. } Go co i Q) vij I I i i i 3 cod i i (V 6 uV - CAI WW } J N � . 1960.12; EP LLJ u tL i J co -i w .}i 44.00 cn 4- �o M i W'LY EP, oco LO p v U-) u coin J 6 cooo 0 X 1 (1960..35) F o oo- too v o -. u' o > UJIco w 1966.90 25.91' Eto E'L 30.53i' WILYLi w w r)coIm CD eco . I o _2.690) J 1.7% - - 2�) - =gJr ro, r'N Nj (1 o)_ o -31 r) N rn I rn �� a) WOO ELYN , - IN 2.6 %-{---- i - -- 2.0ro 9; YS- - O , (1968.01)FS196809) (1960.55) 45. 9' W 'Y FS i, (1960.21)FS 'LY (1960.15) I FS `R/W (1963.86) FS I (1961.49) FS I 1962.46 FS 1 i 50.00: WILYI 26.80' FS 30. 0' E' -(1066.89)-M 130+50.00 1970 M-10] 1960 1960 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 128+50.00 1970 1970- 1960 1960 1955 _60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 1955 126+50.00 1 9 50 Er} J _ 1 N LL. } rn LO i Q) vij I I i i i 3 cod i i (V r` co uV - CAI WW } J I � } I LLJ N li O) N� cn 4- �o } i N EP, oco LO p J 00. rW u coin J O4t > X rn r- rn o oo- >X v o -. u' o > UJIco w 1966.90 25.91' Eto E'L P O c n 0 m Li O)O 0i_3 eco . I o _2.690) W LY w Lei rn a- R/W Nj (1 o)_ o -31 r) N rn I rn �� a) WOO ELYN , - IN 2.6 %-{---- i - -- 2.0ro 9; YS- - O , (1968.01)FS196809) R/W i, (1961.84) - I FS (1963.86) FS I (1961.49) FS I 1962.46 FS 1 i 50.00: WILYI (T95711) FS 45. 0' W -(1066.89)-M (19 6.67) R/W 2' W Y 2 .06' E'LY 30.100' E' ' 6.93' ELY 30. 0' E'L M-10] 1960 1960 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 128+50.00 1970 1970- 1960 1960 1955 _60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 1955 126+50.00 1 9 50 Er} J _ 1 N LL. } 0 i Q) vij I I i i i }06 cod i i (V uV - CAI WW } J I � } I LLJ N li c N� �o } i 1961;61 EP, oco LO p J 00. rW i t I coin i O4t > X rn U-) i F >X v o -. u' o LQ0 '0 �Mk o O c n 0 m Li O)O 0i_3 eco . I o 32.791 W LY w Lei rn a- R/W Nj (1 o)_ o -31 r) N rn I rn �� a) WOO ELYN , - IN 2.6 %-{---- i - -- 2.0ro 9; - O , (1968.01)FS196809) R/W i, (1961.84) - I FS (1963.86) FS I (1961.49) FS I 1962.46 FS 1 i 50.00: WILYI (T95711) FS 45. 0' W Y 26.75' �'LY 2' W Y 2 .06' E'LY 30.100' E' ' (1956.63) FS 3 (1955.86) FS (1955.62) R/W 46.97' WL 26.75' E'LY 30.OD' E'L 1960 -60, -50 -40 -30 -20 -10 0 10 20 30 40 50 60 1950 UNDERGROUND SERVICE ALERT (USA) REV. REVISION DESCRIPTION IT'S THE LAW! DIAL BEFORE ! YOU DIG! Ff- CALL AT LEAST , TWO WORKING DAYS Kmw whars below. BEFORE YOU DIG Call before you dig. 1970 1960 1955 _60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 1955 27+00.00I - 1960 11 ar1n k 1 I 0 i I i f I I i i i }06 i i (V Ln J I � } I N li c iL0 �o } i 1961;61 EP, j J 00. rW 6- t a J i t I ? 0) I N O4t N00 403-W'L (1961.;90) i F >X v o -. u' O i '0 3 o O c n 0 m I i > k ( too p) . I o 32.791 W LY w Lei 1. rn c° Do Ui 61.43 R/W wUJI o LLI j rn I rn �� a) WOO ELYN , - IN 2.6 %-{---- i - -- 2.0ro 9; (1968.01)FS196809) R/W i, (1961.84) - I FS (1963.86) FS I (1961.49) FS I 1962.46 FS 1 i 50.00: WILYI (T95711) FS 45. 0' W Y 26.75' �'LY 2' W Y 1970 1960 1955 _60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 1955 27+00.00I - 1960 11 ar1n 131+00.001 1980 1970 k 1 I 0 i I i f I I i i i }06 i i Ln J I � } I N li iL0 �o i I J J 00. rW aWLi i t I ? 0) I N O4t N00 I �- 00 O i O 1 I o O c n 0 m I i > k ( X �c . I o i > 1 M N I cow Min i I x 2571t._E'LY 'M� j �0) 04a Q-rn M Q r)rn I 2 wUJI �o � LLI j rn I rn �� - 22% - - IN 2.6 %-{---- i - -- 2.0ro 9; (1968.01)FS196809) R/W i, - - - (1963.86) FS I i _ 0 9$7.55) I 1962.46 FS 1 i 50.00: WILYI (T95711) FS -(1956:94)- R/1111 45. 2' W Y 2 .06' E'LY 30.100' E' Y 131+00.001 1980 1970 1980 1970 1965 1965 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 2 9 + 0 0. 0 0 1970 1960 1970 k 1 I I i f I I i i i i i I 1 i I iL0 i I �}coI J i t I ? 0) I N N00 I �- 00 O i O 1 I coo rn O i I I I i > k ( i ap- , 1967.99 EP I o i > 1 M N I cow Min i I x 2571t._E'LY 'M� j I c�cNa -� Q-rn M Q r)rn I 2 to LLI j rn I rn �� (ij 2.0 t 7 IN 2.6 %-{---- i - -- 2.0ro 9; (1968.01)FS196809) R/W i, 26.77 ELY.I 30.00 ELY 1980 1970 1965 1965 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 2 9 + 0 0. 0 0 1970 1960 1970 iL -fol tarn 10C.c. I -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 27+50.00 u N i n I 1958.64 EP i 44.00 WILY J L I w -J oio I I uv 0 L j vLiI LO o (1958.80) jFS > of n I o i 28.27 W'LY x m o i 00 o LLI I VJ04 1 Ui I i • k i I -i W -- /t(l958;88) FS (1958.63) FS j 45.52 W LY I 25.97' r -'LY (1958.59) R/W 1 1 30.00' ELY I 1960 1955 DATE ENGR. CITY DATE PreF SHOULD CONSTRUCTION OF THE REQUIRED oQaOFESSIONf KOA CORPORATION IMPROVEMENTS NOT COMMENCE WITHIN TWO �� NG GV �� PLANNING & ENGINEERING YEARS OF THE DATE OF APPROVAL SHOWN HEREON y �\ y`' � �, 3190 C. Shelby Street OntAND CARRIED FORTH IN A DILIGENT MANNER, THE Na 75793 TTela(90 )890-9693rio, California 7Fax:(909) 890-9694 CITY ENGINEER MAY REQUIRE REVISIONS TO THE ExP.6/30/18 BENCH MARK: FONTANA BM#8-17 ELEV 1428.609 RIALTO BM#042-88 ELEV 1924.262 PLANS TO BRING THEM INTO CONFORMANCE WITH sr�jFOF CA1 �Fp��\� DESCRIPTION: CITY OF FONTANA BM #8-17: BRASS CAP IN CONCRETE BASE OF SOUTH LEG OF AN SCE TOWER, 343 NORTH OF HIGHLAND AVE AND 0.2 MILES WEST OF SAN SEVAINE ROAD. STANDARDS IN EFFECT. CITY OF RIALTO BM #042-88 :BRASS DISK IN TOP OF SOUTHERLY CURB RIVERSIDE AVENUE 0.25 MILES SOUTHEAST OF SIERRA AVENUE. MING 1970 1970 1960 1960 129+50.001 80 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 1970 1960 SCALE: HORIZONTAL: 1 "=20' VERTICAL: 1 "=4' CITY OF RIALTO DEPARTMENT OF PUBLIC WORKS APPROVED BY: -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60'4- 1. A 1/r. i ROBERT EISENBEISZ, PUBLIC WORKS DIRECTOR/CITY ENGINEER, RCE 54931 DATE ,ared Under The Supervision of CITY OF FONTANA, CALIFORNIA SIERRA AVE CROSS SECTIONS DRAWN BY: SIERRA AVENUE SCALE: As Noted DESIGNED BY: AND DATE: _ RIVER AVENUE U E /` 4 CHECKED BY: EAPE DRAWING NO.: 6DATE:1/411 DATE:� ` 5484 7 GUAN. R.C.E. 75793 ANA CITY ENGINEER R.C. 11 2 k I I i f I i i i i I; ' I� O 00 04 I i u-1 N V ( i J i W I LTJ M I ►70 i > 1 M N I cow Min i I X i 'M� j I c�cNa -� Q-rn M Q r)rn I 2 to LLI j rn I rn �� o/ 0 2.0 t 7 IN 2.6 %-{---- i - -- 2.0ro 9; i, - -------- (1963.86) FS I i I 1962.46 ' FS I i 50.00: WILYI 76.56' E'LY iL -fol tarn 10C.c. I -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 27+50.00 u N i n I 1958.64 EP i 44.00 WILY J L I w -J oio I I uv 0 L j vLiI LO o (1958.80) jFS > of n I o i 28.27 W'LY x m o i 00 o LLI I VJ04 1 Ui I i • k i I -i W -- /t(l958;88) FS (1958.63) FS j 45.52 W LY I 25.97' r -'LY (1958.59) R/W 1 1 30.00' ELY I 1960 1955 DATE ENGR. CITY DATE PreF SHOULD CONSTRUCTION OF THE REQUIRED oQaOFESSIONf KOA CORPORATION IMPROVEMENTS NOT COMMENCE WITHIN TWO �� NG GV �� PLANNING & ENGINEERING YEARS OF THE DATE OF APPROVAL SHOWN HEREON y �\ y`' � �, 3190 C. Shelby Street OntAND CARRIED FORTH IN A DILIGENT MANNER, THE Na 75793 TTela(90 )890-9693rio, California 7Fax:(909) 890-9694 CITY ENGINEER MAY REQUIRE REVISIONS TO THE ExP.6/30/18 BENCH MARK: FONTANA BM#8-17 ELEV 1428.609 RIALTO BM#042-88 ELEV 1924.262 PLANS TO BRING THEM INTO CONFORMANCE WITH sr�jFOF CA1 �Fp��\� DESCRIPTION: CITY OF FONTANA BM #8-17: BRASS CAP IN CONCRETE BASE OF SOUTH LEG OF AN SCE TOWER, 343 NORTH OF HIGHLAND AVE AND 0.2 MILES WEST OF SAN SEVAINE ROAD. STANDARDS IN EFFECT. CITY OF RIALTO BM #042-88 :BRASS DISK IN TOP OF SOUTHERLY CURB RIVERSIDE AVENUE 0.25 MILES SOUTHEAST OF SIERRA AVENUE. MING 1970 1970 1960 1960 129+50.001 80 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 1970 1960 SCALE: HORIZONTAL: 1 "=20' VERTICAL: 1 "=4' CITY OF RIALTO DEPARTMENT OF PUBLIC WORKS APPROVED BY: -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60'4- 1. A 1/r. i ROBERT EISENBEISZ, PUBLIC WORKS DIRECTOR/CITY ENGINEER, RCE 54931 DATE ,ared Under The Supervision of CITY OF FONTANA, CALIFORNIA SIERRA AVE CROSS SECTIONS DRAWN BY: SIERRA AVENUE SCALE: As Noted DESIGNED BY: AND DATE: _ RIVER AVENUE U E /` 4 CHECKED BY: EAPE DRAWING NO.: 6DATE:1/411 DATE:� ` 5484 7 GUAN. R.C.E. 75793 ANA CITY ENGINEER R.C. 11 2