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HomeMy WebLinkAbout5484-5124+50.0(1 25+00.00 25+50.00 1950 -60, /-50 -40 -30 -20 -10 0 10 20 30 40 50 60 1950 22+ 5 0. 00 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 f E SSION i LO cSi t` 3 i G GV.1.4e 7 J -TJIt 1951.38 i } 3190 C. Shelby Street (N ch �'' J O M to o_ } 1982.33 _0 N } V- �� BENCH MARK: FONTANA BM#8-17 ELEV 1428.609 RIALTO BM#042-88 ELEV 1924.262 J La --L O WLAJL -.- - } EP m° �r N LL U a} W W jv CITY OF RIALTO BM #042-88 :BRASS DISK IN TOP OF SOUTHERLY CURB RIVERSIDE AVENUE 0.25 � L6 b�} M_LO �.N >U N c0 J EnIrcn LO r M } J 00 W ro -" � CD L O 0)� to �O d } C14 WJ L6 b} W} 1 O C:; LNi, d W} J Q) pU J ow } W J J �i,l >co LO o co L00 O � c:;I) X ko - CO Ln 00 00 NJ 1953.2 J 0) j. d} J W J "� uJ �J O co � J cp o 0) 1, i `° 1953. 1 EP Ki > � M W to �n -.t:� Uj > 0) J oW > 1.59: ' 0, 40.60 W'L I -2-6 41 LJ x cn '-a� o p ,n ctr 31� W L2.476)_1.5 S0 04 X � -_ 6% (Q•9%) -4Ll; �O�N 19 2.64) R/W -2.49. 27.00' LY (1983.31) 1(1950.93) of .4 2 � N I . 30.00' E'L Y (19P4.69) fS E'�Y T-- (1954.18) (1954.18) FS )/ W (194723) - E'LY - (1950.72) FS 30.00' 43.77 W'LY FS (1953.01); FS (1 X52.57 FS 3.83 W LY 26.86' 'LY J FS FS(11948.93) I 30 00' E' Y I 27.39' E'LY 'LY 20:79' W SLY 1950 -60, /-50 -40 -30 -20 -10 0 10 20 30 40 50 60 1950 22+ 5 0. 00 1950 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 1950 123+00.OA 1960 1960 1950 1950 1945 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 1945 120+50=.00 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 f E SSION i LO cSi t` 3 i G GV.1.4e PLANNING & ENGINEERING J -TJIt 1951.38 i } 3190 C. Shelby Street (N ch �'' J O M to o_ } 1982.33 _0 N } V- �� BENCH MARK: FONTANA BM#8-17 ELEV 1428.609 RIALTO BM#042-88 ELEV 1924.262 J La --L O WLAJL -.- - } EP m° �r N LL U a} W W jv CITY OF RIALTO BM #042-88 :BRASS DISK IN TOP OF SOUTHERLY CURB RIVERSIDE AVENUE 0.25 � L6 b�} _3:: �.N >U N c0 J EnIrcn LO r �. } J 00 W ro -" � CD L O 0)� to � 0 0) d } C14 WJ L6 b} 3- W 1 O C:; N 3 u M d W} J Q) pU J ow } W J J �i,l >co LO o co W (-2.39; aozj 3 > M 1 L X ko - CO Ln 00 00 to 1953.2 4.00 EP "� uJ �J O co � J cp o 0) 1, i 00 ori M N 111 ) 1* Ft 2.83rLY -.t:� Uj > 0) J oW > 1.59: ' 0, 0'-E'LY %% (2.) -2-6 I ' 2.6% _--04 31� W L2.476)_1.5 S0 04 X � (1953;82) - _ R W '�" • -2.49. 27.00' LY (1983.31) 1(1950.93) of .4 2 � N I W'Ll _ I 17.7 W'LY (19P4.69) fS E'�Y --- ( 1950.85 )/ W (194723) jR/W E'LY FS (1950.72) FS 30.00' E'L FS (1953.01); FS R/W 0-E LY 3.83 W LY 26.86' 'LY J FS FS(11948.93) T 1950 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 1950 123+00.OA 1960 1960 1950 1950 1945 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 1945 120+50=.00 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 f E SSION i LO cSi t` 3 i G GV.1.4e PLANNING & ENGINEERING J -TJIt 1951.38 L- >. a) EP 3190 C. Shelby Street (N ch �'' J Gon to o_ } 1982.33 _0 N } V- �� BENCH MARK: FONTANA BM#8-17 ELEV 1428.609 RIALTO BM#042-88 ELEV 1924.262 T - La --L O WLAJL -.- - } EP m° �r N LL U a} W W jv CITY OF RIALTO BM #042-88 :BRASS DISK IN TOP OF SOUTHERLY CURB RIVERSIDE AVENUE 0.25 � L6 b�} O LO �.N >U N c0 J O J to LO u O v } J 00 W ro -" � CD L O 0)� to uJ d } C14 WJ L6 b} 3- W •�r� N 3 u M >N W t+.l N j >co LO o co W (-2.39; to C)� 2 2% r)o to 1953.2 4.00 EP "� uJ �J WJ i M N 111 ) 1* Ft 2.83rLY -.t:� Uj > 0) J S > � PO ' 0, 0'-E'LY %% (2.) -2-6 -2.49: ' M 00) r- 31� W L2.476)_1.5 S0 04 X � (1953;82) - _ R W '�" • -2.49. 27.00' LY (1983.31) __E of .4 2 � N I W'Ll _ I 17.7 W'LY (19P4.69) fS E'�Y --- I j I (194723) jR/W E'LY I i (1946.06) 1953.06 (26.77'E'LY FS (1953.01); FS R/W 0-E LY 1949 .7 FS (1949.66) 46.73 W'LY FS FS(11948.93) T 30 00' E' Y I 1950 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 1950 123+00.OA 1960 1960 1950 1950 1945 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 1945 120+50=.00 1950 3to -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 f E SSION i LO cSi t` 3 i G GV.1.4e PLANNING & ENGINEERING J -TJIt 1951.38 L- >. a) EP 3190 C. Shelby Street (N ch �'' J Gon to o_ } 1982.33 _0 N } V- �� BENCH MARK: FONTANA BM#8-17 ELEV 1428.609 RIALTO BM#042-88 ELEV 1924.262 T - La --L O WLAJL -.- - /y EP m° �r N LL U a} W W jv CITY OF RIALTO BM #042-88 :BRASS DISK IN TOP OF SOUTHERLY CURB RIVERSIDE AVENUE 0.25 � L6 b�} O LO �.N >U N c0 NOR 10 X M cp O J to LO u O v } J O) 'O a- W ro -" � CD L O 0)� to uJ d } C14 WJ `co, 1'M N 3- W •�r� N 3 u M J t W W t+.l EP N >co LO o co W (-2.39; to C)� 2 2% U ; - 4.00 _ C> to ci c07�',Oa- i M N 111 ) 1* 0 0 U) N -.t:� Uj > 0) J 4 '0 X 0) U*) c) 11) p 1951.75 0, 0'-E'LY %% (2.) -2-6 -2.49: ' M 00) r- 31� W L2.476)_1.5 LJ -&.,7 -- -� 04 C)i N S (1953;82) (1953.47) FS _ R W X46)- FS • -2.49. 27.00' LY (1983.31) __E I R/W 00 - E I W'Ll _ I 17.7 W'LY 30.00' E'�Y --- I j I (194723) jR/W E'LY I i (1946.06) R/W (1946.06) I FS -30. 0-E LY 1949 .7 FS (1949.66) (1942.43) FS FS(11948.93) 0.00' E'LY 3(.34' E'LY I 'LY 20:79' W SLY (1 45.69 FS 7.74' � ' ( 947.12) FS •". 24,23' W'LY 28.34' E'LY 1950 3to -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 f E SSION i LO cSi ; 3 i G GV.1.4e PLANNING & ENGINEERING J -TJIt 1951.38 L- >. a) EP 3190 C. Shelby Street (N ch �'' J Gon b o_ } 1982.33 _0 N } V- �� BENCH MARK: FONTANA BM#8-17 ELEV 1428.609 RIALTO BM#042-88 ELEV 1924.262 La --L O WLAJL -.- - 1941.81 EP NLO LO O O U a} W W jv CITY OF RIALTO BM #042-88 :BRASS DISK IN TOP OF SOUTHERLY CURB RIVERSIDE AVENUE 0.25 � L6 b�} O LO �.N >U N c0 NOR 10 X M cp O J to LO u O v } J O) 'O a- W ro -" � CD L O 0)� to uJ d } C14 WJ `co, \ a -,4-a •�r� -2.09' -�► N 1.7% a >- W J 1,953.62 EP N >co LO o co W (-2.39; to C)� 2 2% U ; - 4.00 LY °»' of o x rn o co ci c07�',Oa- i M N ( 12.14 ) R W / h � O0 (1952 65)_S - - 1951.75 0, 0'-E'LY %% (2.) -2-6 -2.49: ' FS 37.51' W'L fj ,FS 26.83 FLY 04 1-0955.20 ) S (1953;82) 1950 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 1950' 123+50.0Q] 1960 1960 1950 1950 1945 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 1945 21-+- 00. O 0 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 f E SSION i LO �I ; 3 i G GV.1.4e PLANNING & ENGINEERING J -TJIt I I I L- >. a) V) 3190 C. Shelby Street I Na 75793 A Gon b o_ } 1982.33 EP N } V- �� BENCH MARK: FONTANA BM#8-17 ELEV 1428.609 RIALTO BM#042-88 ELEV 1924.262 T 1 O38' 1941.81 EP NLO LO �. 0) A U a} W W jv CITY OF RIALTO BM #042-88 :BRASS DISK IN TOP OF SOUTHERLY CURB RIVERSIDE AVENUE 0.25 � L6 b�} 3 _ J r- L�ii J to LO u O v } J a W L 0)O O 0)� to uJ d } C14 WJ cn } J R/W �o0) •�r� X �r'o a >- W J 1,953.62 EP N >co LO o co W (-2.39; to C)� 30.00' U n n3 4.00 LY °»' of o x rn o co ci c07�',Oa- i M N I lal O'� 4- h � O0 ��-. - - - \ in N 2•'I%. %% (2.) -2-6 -2.49: ' FS �- fj --T 04 1-0955.20 ) S (1953;82) (1953.47) FS _ R W X46)- FS 48.20' W'L 0) •� M CO r - tea- 0%) 27.00' LY (1983.31) __E I R/W 00 - E i T 1 W'Ll ` I 17.7 W'LY 30.00' E'�Y i 1950 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 1950' 123+50.0Q] 1960 1960 1950 1950 1945 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 1945 21-+- 00. O 0 1940 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 1940 1940'-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 1940 119+00.0(1 119+50.0(j -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 f E SSION KOA CORPORATION LO �I ; 3 i G GV.1.4e PLANNING & ENGINEERING J -TJIt I I I L- >. a) V) 3190 C. Shelby Street I Na 75793 A Gon b o_ } 1982.33 EP N } V- �� BENCH MARK: FONTANA BM#8-17 ELEV 1428.609 RIALTO BM#042-88 ELEV 1924.262 T 1 O38' 1941.81 EP N 0) W Y �. 0) A U a} W W jv CITY OF RIALTO BM #042-88 :BRASS DISK IN TOP OF SOUTHERLY CURB RIVERSIDE AVENUE 0.25 � � 00 3 _ 3 9 6:flg-W a >- W J J to LO u O v } J a W II J OOW 1 0)� 0)0,Li �� (1941.53) cn } J R/W �o0) •�r� X �r'o a >- W J / � a-2.6%) W (-2.39; to C)� 30.00' U n n3 eco w (_2.39;) o ci c07�',Oa- i M N I lal O'� � h � O0 ��-. - - - \ in N 2•'I%. %% (2.) -2-6 -2.49: ' FS �- fj --T 04 w (1953;82) R/W _ R W X46)- FS 0) •� M CO r - tea- 0%) (-2.4 ) __E 30; 00 - E i T 1 W'Ll ` I 17.7 W'LY I 1 R/W - i I j I (194723) jR/W E'LY I i (1949.65) R/W I -30. 0-E LY 1949 .7 FS (1949.66) (1942.43) FS FS(11948.93) 48.95)R/W I 'LY 20:79' W SLY j 28.28' w'Llf� 2fi4:1S 7.74' � ' ( 947.12) FS 28.34' E'LY 1940 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 1940 1940'-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 1940 119+00.0(1 119+50.0(j 1950 1940 1935 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 1935 UNDERGROUND S E RVI C E ALERT (USA) REV. REVISION DESCRIPTION IT'S THE LAW! DIAL BEFORE 8 YOU DIG! 4 CALL AT LEAST • TWO WORKING DAYS know What: below. BEFORE YOU DIG Call before you dig. 1950- -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 f E SSION KOA CORPORATION LO O M ; 3 i G GV.1.4e PLANNING & ENGINEERING J -TJIt I I I L- >. a) V) 3190 C. Shelby Street I Na 75793 A N b o_ } 1982.33 EP N } V- �� BENCH MARK: FONTANA BM#8-17 ELEV 1428.609 RIALTO BM#042-88 ELEV 1924.262 T 1 O38' 1941.81 EP N 0) W Y �. 0) A U a} W W jv CITY OF RIALTO BM #042-88 :BRASS DISK IN TOP OF SOUTHERLY CURB RIVERSIDE AVENUE 0.25 � � i N 3 9 6:flg-W t a, 0. r II J OOW 1 0)� 0)0,Li X (1941.53) cn } J R/W W J n W X a >- W J W J '�'j / � a-2.6%) W (-2.39; to C)� 30.00' U W LY n3 r) o� w C3-.-7 -76) w (_2.39;) o 3 i M N I _ � O It � O0 ��-. -- -- 04 O -M �r j._ � LO14-0 X (1952.92) I F (152.64 FS �- fj --T 04 w (1953;82) R/W 1953.60 R W X46)- FS 0) •� M CO r - tea- 0%) (-2.4 ) __E 30; 00 - E i T 1 W'Ll ` I 17.7 W'LY I 1 R/W - i I j I 1950 1940 1935 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 1935 UNDERGROUND S E RVI C E ALERT (USA) REV. REVISION DESCRIPTION IT'S THE LAW! DIAL BEFORE 8 YOU DIG! 4 CALL AT LEAST • TWO WORKING DAYS know What: below. BEFORE YOU DIG Call before you dig. 1950- aRI-Tel 1940 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 1940 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 THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 f E SSION KOA CORPORATION LO QROF ; 3 i G GV.1.4e PLANNING & ENGINEERING J -TJIt I I I L- >. a) V) 3190 C. Shelby Street I Na 75793 A O b o_ } 1982.33 EP N } V- �� BENCH MARK: FONTANA BM#8-17 ELEV 1428.609 RIALTO BM#042-88 ELEV 1924.262 } O38' 2- oz-j� 0) 36.14 W Y �. 0) A U a} W W jv CITY OF RIALTO BM #042-88 :BRASS DISK IN TOP OF SOUTHERLY CURB RIVERSIDE AVENUE 0.25 � � i N 3 0) N > i Q) LA - lNi r II J OOW 1 0)� 0)0,Li X } W cn } J 0:} W J 00 n�J a >- W J W J '�'j / � a-2.6%) W (-2.39; to C)� M� u U �3 n3 �>- o 3 i M N r) 25.64' E'LY � O It � O0 ��-. -- -- 04 O -M �r j._ � LO14-0 X (1952.92) I F (152.64 FS �- fj --T 04 w (1953;82) R/W 1953.60 R W 32% 0) •� M CO r - tea- 0%) (-2.4 ) __E 30; 00 - E �Y W'Ll ` 26.67' E'LY 1 (1954.43) I 1 R/W - i I j I 30.00' E'LY I i (1949.65) R/W I 1949 .7 FS (1949.66) (1942.43) FS FS(11948.93) 48.95)R/W I 'LY 20:79' W SLY j 28.28' w'Llf� 7.74' � ' SFS ;ELY I 30:00 ELY aRI-Tel 1940 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 1940 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 THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. 1960 1950 1945 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 1945 121+50.001 1960 1950 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 f E SSION KOA CORPORATION LO QROF ; 3 i G GV.1.4e PLANNING & ENGINEERING J -TJIt I I I L- >. a) V) 3190 C. Shelby Street I Na 75793 A O b o_ } 1982.33 EP N } V- �� BENCH MARK: FONTANA BM#8-17 ELEV 1428.609 RIALTO BM#042-88 ELEV 1924.262 } O38' 2- oz-j� 0) 36.14 W Y �. 0) A U a} W W jv CITY OF RIALTO BM #042-88 :BRASS DISK IN TOP OF SOUTHERLY CURB RIVERSIDE AVENUE 0.25 � � i N O ap N > i Q) LA - lNi r II J OOW 1 0)� 0)0,Li X � 'R 0:} W J 00 n�J a >- W J W J '�'j / � a-2.6%) W (-2.39; -�► U.)04 EP L M3: 0p > �3 n3 �>- o 3 i w r) 25.64' E'LY � O It � O0 ��-. -- -- } 1 (1952.92) I F (152.64 FS �- fj --T 04 26.90' (1953;82) R/W 1953.60 R W 32% 3000'---E?LIf 140.1 __E 30; 00 - E �Y W'Ll ` 26.67' E'LY 1 (1954.43) I 1 R/W i I j I 1960 1950 1945 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 1945 121+50.001 1960 1950 1960 1950 1945'-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 1945 120+00.0(j 1950- -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 f E SSION KOA CORPORATION LO QROF ; 3 i G GV.1.4e PLANNING & ENGINEERING J -TJIt I I I L- >. a) V) 3190 C. Shelby Street I Na 75793 A O b 192.91 EP J J i BENCH MARK: FONTANA BM#8-17 ELEV 1428.609 RIALTO BM#042-88 ELEV 1924.262 } O38' 2- 37 W'Y 0) v N 'L' 1* / I CITY OF RIALTO BM #042-88 :BRASS DISK IN TOP OF SOUTHERLY CURB RIVERSIDE AVENUE 0.25 � � N 0 ap 0O i Q) LA - lNi r II J OOW 1 I 006 00 ��/ rn 00 0:} W J 00 n�J a >- W J W J '�'j 0% ii , EP L M3: 0p > �3 n3 �>- o 4 I i w r) 25.64' E'LY � O It � O0 ��-. -- -- } 1 (1952.92) FS O) p p 0a- 2.5%) fj I 04 26.90' E'LY I (1852.96) R/W i (1955.81) 32% 3000'---E?LIf (1954.59) FS i 47.81' W'Ll ` 26.67' E'LY 1 (1954.43) I 1 R/W i 30.00' E'LY I i (1949.65) R/W I 1949 .7 FS (1949.66) (1:943.78) (1948.32) FS(11948.93) 48.95)R/W I 'LY 23.08' j 28.28' w'Llf� 7.74' � ' SFS ;ELY I 30:00 ELY 1960 1950 1945'-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 1945 120+00.0(j 1950- 1950 26+00.00 TI. -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 f E SSION KOA CORPORATION LO QROF ; 3 i G GV.1.4e PLANNING & ENGINEERING J c� I I I L- >. a) V) 3190 C. Shelby Street I Na 75793 A Ln b 192.91 EP J J i BENCH MARK: FONTANA BM#8-17 ELEV 1428.609 RIALTO BM#042-88 ELEV 1924.262 O38' 2- 37 W'Y LO v N 'L' 1* / I CITY OF RIALTO BM #042-88 :BRASS DISK IN TOP OF SOUTHERLY CURB RIVERSIDE AVENUE 0.25 � � 0)L 0 0 ap 0O i . N II J OOW 1 I o) LOO 0:} J W J Li,J V I a >- W J 0% `0 1954.42 EP L M3: 0p > �3 n3 00� pU y24 - i 4 .00 W'LY r) a w r) 25.64' E'LY � O It . -- -- -2.9) - 359; 3 (1953.88) FS' (1952.92) FS O) p p 0a- 2.5%) W -e.a (-2.09;) I 41.36' W'LY 26.90' E'LY I (1852.96) R/W i (1955.81) 32% 3000'---E?LIf (1954.59) FS 47.81' W'Ll ` 26.67' E'LY 1 (1954.43) I 1 R/W i 30.00' E'LY I i (1949.65) R/W I 1949 .7 FS (1949.66) (1:943.78) FS 30.49' V'LY 1 I 'LY 23.08' W'LY I 1950 26+00.00 TI. 1960 1950 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 1950 F24+ 00. 00 1960 1950 1945 1960 1950- -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 f E SSION KOA CORPORATION LO QROF ; 3 i G GV.1.4e PLANNING & ENGINEERING J c� }Ui L- >. a) V) 3190 C. Shelby Street I Na 75793 A Ln b 192.91 EP J J BENCH MARK: FONTANA BM#8-17 ELEV 1428.609 RIALTO BM#042-88 ELEV 1924.262 O38' 2- 37 W'Y u v N 'L' 1* / I CITY OF RIALTO BM #042-88 :BRASS DISK IN TOP OF SOUTHERLY CURB RIVERSIDE AVENUE 0.25 � � 0)L 0 0 ap 0O i LA- - N II J OOW 1 i Lo- Lr) o) LOO J } WJ co U V rn:W I a >- W J 0% `0 1954.42 EP L M3: 0p > > X � o . 1954.60 EP y24 - i 4 .00 W'LY r) a w r) 25.64' E'LY �O - . -- -- -2.9) - 359; 3 (1953.88) FS' (1952.92) FS I 41.36' W'LY 26.90' E'LY I (1852.96) R/W i (1955.81) FS 3000'---E?LIf (1954.59) FS 47.81' W'Ll 26.67' E'LY 1 (1954.43) I 1 R/W i 30.00' E'LY I i 1960 1950 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 1950 F24+ 00. 00 1960 1950 1945 1960 1950- -50 -40 -30 -20 -10 0 10 20 30 40 50 i 122+00.0(j -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 f E SSION KOA CORPORATION LO QROF ; I G GV.1.4e PLANNING & ENGINEERING J c� L- >. a) V) 3190 C. Shelby Street I Na 75793 A Ln b 192.91 EP J J BENCH MARK: FONTANA BM#8-17 ELEV 1428.609 RIALTO BM#042-88 ELEV 1924.262 O38' 2- 37 W'Y u v N 'L' w i i / CITY OF RIALTO BM #042-88 :BRASS DISK IN TOP OF SOUTHERLY CURB RIVERSIDE AVENUE 0.25 ca 1 0 0 ap I i LA- - L� i Lo- Lr) o) LOO J } WJ co U V rn:W I a >- W J 0% T a- --- CA M3: 0p > 0i', Nw c! y24 i 49' 0ico �cD o__ X �_� �O - 04 (1953.88) FS' (1952.92) FS I 41.36' W'LY 26.90' E'LY I (1852.96) R/W i 3000'---E?LIf -50 -40 -30 -20 -10 0 10 20 30 40 50 i 122+00.0(j 1960 1950 1945 1960 1950 1945 1945 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 1940 19401 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 f E SSION KOA CORPORATION Prepared Under The Supervision Of QROF G GV.1.4e PLANNING & ENGINEERING i c� 3 3190 C. Shelby Street Na 75793 A Ontario, California 91764 Tel: (909) 890-9693 Fax: (909) 890-9694 EXP. 6/30/18 ,f BENCH MARK: FONTANA BM#8-17 ELEV 1428.609 RIALTO BM#042-88 ELEV 1924.262 Of 2- DESCRIPTION: CITY OF FONTANA BM #8-17: BRASS CAP IN CONCRETE BASE OF SOUTH LEG OF AN CA SCE TOWER, 343' NORTH OF HIGHLAND AVE AND 0.2 MILES WEST OF SAN SEVAINE ROAD. / CITY OF RIALTO BM #042-88 :BRASS DISK IN TOP OF SOUTHERLY CURB RIVERSIDE AVENUE 0.25 DATE: 1 MILES SOUTHEAST OF SIERRA AVENUE. N S LA- - L� o) LOO J } WJ co U V rn:W J a >- W J 0)O M3: 0p > 0i', Nw c! i 0ico �cD o__ X �_� �O 04 CN i I i (1949.65) R/W I 1949 .7 FS (1949.66) FS 30.00' E'L 30.49' V'LY 1 26.76' 'LY 1960 1950 1945 1960 1950 1945 1945 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 1940 19401 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 f E SSION KOA CORPORATION Prepared Under The Supervision Of QROF G GV.1.4e PLANNING & ENGINEERING c� 3190 C. Shelby Street Na 75793 A Ontario, California 91764 Tel: (909) 890-9693 Fax: (909) 890-9694 EXP. 6/30/18 ,f BENCH MARK: FONTANA BM#8-17 ELEV 1428.609 RIALTO BM#042-88 ELEV 1924.262 fr aviL P FOF DESCRIPTION: CITY OF FONTANA BM #8-17: BRASS CAP IN CONCRETE BASE OF SOUTH LEG OF AN CA SCE TOWER, 343' NORTH OF HIGHLAND AVE AND 0.2 MILES WEST OF SAN SEVAINE ROAD. / CITY OF RIALTO BM #042-88 :BRASS DISK IN TOP OF SOUTHERLY CURB RIVERSIDE AVENUE 0.25 DATE: MING GUAN. R.C.E. 7579 MILES SOUTHEAST OF SIERRA AVENUE. I SCALE: HORIZONTAL: 1 "=20' - VERTICAL: 1 "=4' CITY OF RIALTO DEPARTMENT OF PUBLIC WORKS APPROVED BY: 4-- ROBERT EISENBEISZ, PUBLIC WORKS DIRECTOR/CITY ENGINEER, RCE 54931 DATE CITY OF FONTANA, CALIFORNIA SIERRA AVE CROSS SECTIONS WN BY: SIERRA AVENUE SCALE: As Noted GNED BY: AND DATE: RIVERWF AVENUE '.CKED BY: AP DRAWING NO.: 5 DATE: 1 •2- t7 5484 7 FONTANA CITY -ENGINEER R.C.E.11