Loading...
HomeMy WebLinkAbout2997-4N' L Y R/W CL STREET 104' 52' 52' S' LY R/W R/W STREET R/W o w -� z t 1 1 ••••••••••••• REV. REVISION DESCRIPTION DATE VAR I S JARIES R/W 5' VARIES PER PLAN CLSTREET R/W 40' 12' 5' TO 42' 0' TO 33' 104' 2' TYP. 19' TO 38.5' . w-110.5'ww 52 -� f - 52' 11 4A 12 AA x z3 0� Uj -' w o w 2 3 =z 5' I z o o- o 40' a -� `" EX. PAVEMENT 5' MIN EX. BASE I O o 0 0 `" (D PROP. FINISH SURFACE �' _ ----- ------- 0' TO 25' 2' TYP. - *- +2 �a x a w LU J o CITY ENGINEER R.C.E. 51152 DATE: TE: =w z o = .' 2:1 MAX 3= EX. PAVEMENT a � A.C. .54 A.C. 0.1 ' COLD M I L L� 3A 2 3 O 0 0.33' A.B. 0.1' OVERLAY TYPICAL PROP. FINISH SURFACE 2:1 MAX HIGHLAND AVENUE `" 5' MIN & EX. BASE . 1 ' COLD MI LL R/W STREET R/W o w -� z t 1 1 ••••••••••••• N' L Y R/W NOT TO SCALE STA 21+48.00 TO STA 30+00 STA 57+50 TO STA 79+00 TI = 10.0 CL STREET \-0.541 A.C.' i 0.1' coo uIuu �-------' 9 0.33' A.B. 10.1' OVERLAY TYPICAL SECTION FOR SOUTH HIGHLAND AVENUE NOT TO SCALE STA 81+89.68 TO STA 87+03 TI = 10.0 R/W CLSTREET I x UJ z 2:1 MAX I S' L Y R/W N' L Y R/W 12' NOT TO SCALE STA 35+22.00 TO STA 36+72.12 TI = 10.0 2' TYP. ,,-2: 1 MA I • R/Wdo 113 1 12' VARIES PER PLAN -VAR I ESO. -VARIES- 33 12 1 1 TO / TO •, • PROP. SURFACE 2:1 MA'� . .-..•♦♦•♦•494♦♦••••••••♦•♦••••.•. ... &EX BASE tA.B.,A.B. TYPICAL SECTION FOR OUTH HIGHLAND AVENUE_ N' L Y R/W �. SS' LY 12 STREET ' R/W VARIES DER PLAN VARIES PER PLAN 103' 0 109' VARIES PER PLAN I 8' TYP 52' TO 55' No, go 51' TO 54' I 2 5 ' 33' VARIES JAR IE VARIES PER PLAN 12' 2TYP 8' TO 9' 1 8' TO 10 32.5'TO 33 . �� VAP I 171r, • 2 3 W 2 3 3.6' TO 6' ow 1 2- - o 0 4A 4A Z 3' TYP. z _ .. .... . 3w ' ����16 ��' ~ 5' MIN caJ 2' TYP. 0. 33 2 TYP. n w�' � �G �I P.C.C. PROP. FINISH SURFACE a 3A F :1 MAX 2:1 MAX 2.1 MAX ��,� ±27. (��C8 2 4 0.54' A.C. QLIX PAVEMENT 0.1' COLD MILL 0.33' A.B. & EX. BASE 0.1 ' OVERLAY 0.33' A.B. C TYPICAL SECTION FOR SOUTH HIGHLAND AVENUE N'LY R/W NOT TO SCALE STA. 45+00 TO STA. 46+52.30 TI = 10.0 12' N' LY CL STREET S' LY R/W R/W 8' TYP I VARIES ER PLAN I 2 5 S PER PLAN 104am TO 114 2 VARIES PER PLAN VARIES TYP. 52 TO 57 52 TO 57 0_51 0- 11.5' 34.5' JARIES VARIE 33' 12' 0' TO 0' TO 16 TYP. 11.5' 11.5' 3 TYP. z Q5) 2 3 4A � ARI • 4A Z U 2 8 TO 2' TYP. 12:1 MAX2 2 1 1 1 TYP '�<v, 'tvvJ 1�6�' 5' MIN 2 3 v 41�' PROP. FINISH SURFACE Go 3A �G�J• 1 2±2% +2% +2y .. +2 7o;1 :1 MA I 0.3 3 ' -- ------ �--- 2 4 2� 1 MAX 0.54' A.C. EX. PAVEMENT 0.1' COLD MILL. S LY 4 0.33' A.B. & EX. BASE 0.1' OVERLAY 3' A.C. R/W 0.33' A.B. NOT TO SCALE STA 87+03 TO STA 89+85 TI = 10.0 ' ' R/W CLSTREET R/W 2' TYP. I 104' 2:1 MAX 52' 52' No -•-�� VARIES \�O. JJ' A.13 %J: .B. �• �.� 0.1' OVERLAY �0-33' X0.59' A.C. A.B. TYPICAL SECTION FOR SOUTH HIGHLAND AVENUE CONSTRUCTION NOTES: STA 34+18.35 to STA 35+00.00 TI -= 10.0 O2 REMOVE EXISTING P. C. C. ► A.C., PAVEMENT, OR SOIL. OCONSTRUCT 6 I/ INCH THICK ASPHALT CONCRETE OVER 4 INCH THICK AGGREGATE BASE MATERIAL. 3A COLD MILL 30. 48rixn (0. 1 ') OF EXISTING A.C. PAVEMENT AND OVERLAY 30. 48rnn (0. 1 ') OF A.C. PAVEMENT PER DETAIL ON SHEET 7. Oq CONSTRUCT 8 INCH CURB AND GUTTER PER CITY OF FONTANA STD. PLAN NO. 1003. 4ACONSTRUCT 8 INCH CURB PER CITY OF FONTANA STD. PLAN N0. 1003. q H CONSTRUCT MODIFIED 8 INCH CURB AND 12 INCH GUTTER PER CITY OF FONTANA STD. PLAN NO. 1003.. O5 CONSTRUCT 4 INCH P.C.C. SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1015. 16 CONSTRUCT MEDIAN TREATMENT PER CITY OF FONTANA STD. PLAN 145. REV. REVISION DESCRIPTION DATE 5' CITY R/W 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. VARIES PER PLAN CLSTREET R/W VARIES VARIES 42' 12' 104' © Recaieo D 4w/A/� 9-2/ 19' TO 38.5' 0' TO 0' TO 52 w J w za a. o 52' 11 4A 12 AA J 3' TYP. 2 3 o0 X -' N o ' 2 3 5' _ EX. PAVEMENT �' S VARIES PER PLAN o- o 40' 12' & EX. BASE a � a 0- o CC LU +Z� '�-�---�- �' _ ----- ------- 0' TO 25' 2' TYP. - *- +2 �a x a w LU J o CITY ENGINEER R.C.E. 51152 DATE: TE: =w z o = .' 2:1 MAX 3= EX. PAVEMENT a � A.C. .54 A.C. 0.1 ' COLD M I L L� 3A 2 3 O 0 0.33' A.B. 0.1' OVERLAY TYPICAL PROP. FINISH SURFACE FOR SOUTH HIGHLAND AVENUE `" 5' MIN & EX. BASE °- o 0- JI­ -�- --- 0.5 4' A.C.0.1 COLD M ILL 3 A 1 1 0.33 . A.B. 0.1 OVERLAY , . N' L Y R/W NOT TO SCALE STA 21+48.00 TO STA 30+00 STA 57+50 TO STA 79+00 TI = 10.0 CL STREET \-0.541 A.C.' i 0.1' coo uIuu �-------' 9 0.33' A.B. 10.1' OVERLAY TYPICAL SECTION FOR SOUTH HIGHLAND AVENUE NOT TO SCALE STA 81+89.68 TO STA 87+03 TI = 10.0 R/W CLSTREET I x UJ z 2:1 MAX I S' L Y R/W N' L Y R/W 12' NOT TO SCALE STA 35+22.00 TO STA 36+72.12 TI = 10.0 2' TYP. ,,-2: 1 MA I • R/Wdo 113 1 12' VARIES PER PLAN -VAR I ESO. -VARIES- 33 12 1 1 TO / TO •, • PROP. SURFACE 2:1 MA'� . .-..•♦♦•♦•494♦♦••••••••♦•♦••••.•. ... &EX BASE tA.B.,A.B. TYPICAL SECTION FOR OUTH HIGHLAND AVENUE_ N' L Y R/W �. SS' LY 12 STREET ' R/W VARIES DER PLAN VARIES PER PLAN 103' 0 109' VARIES PER PLAN I 8' TYP 52' TO 55' No, go 51' TO 54' I 2 5 ' 33' VARIES JAR IE VARIES PER PLAN 12' 2TYP 8' TO 9' 1 8' TO 10 32.5'TO 33 . �� VAP I 171r, • 2 3 W 2 3 3.6' TO 6' ow 1 2- - o 0 4A 4A Z 3' TYP. z _ .. .... . 3w ' ����16 ��' ~ 5' MIN caJ 2' TYP. 0. 33 2 TYP. n w�' � �G �I P.C.C. PROP. FINISH SURFACE a 3A F :1 MAX 2:1 MAX 2.1 MAX ��,� ±27. (��C8 2 4 0.54' A.C. QLIX PAVEMENT 0.1' COLD MILL 0.33' A.B. & EX. BASE 0.1 ' OVERLAY 0.33' A.B. C TYPICAL SECTION FOR SOUTH HIGHLAND AVENUE N'LY R/W NOT TO SCALE STA. 45+00 TO STA. 46+52.30 TI = 10.0 12' N' LY CL STREET S' LY R/W R/W 8' TYP I VARIES ER PLAN I 2 5 S PER PLAN 104am TO 114 2 VARIES PER PLAN VARIES TYP. 52 TO 57 52 TO 57 0_51 0- 11.5' 34.5' JARIES VARIE 33' 12' 0' TO 0' TO 16 TYP. 11.5' 11.5' 3 TYP. z Q5) 2 3 4A � ARI • 4A Z U 2 8 TO 2' TYP. 12:1 MAX2 2 1 1 1 TYP '�<v, 'tvvJ 1�6�' 5' MIN 2 3 v 41�' PROP. FINISH SURFACE Go 3A �G�J• 1 2±2% +2% +2y .. +2 7o;1 :1 MA I 0.3 3 ' -- ------ �--- 2 4 2� 1 MAX 0.54' A.C. EX. PAVEMENT 0.1' COLD MILL. S LY 4 0.33' A.B. & EX. BASE 0.1' OVERLAY 3' A.C. R/W 0.33' A.B. NOT TO SCALE STA 87+03 TO STA 89+85 TI = 10.0 ' ' R/W CLSTREET R/W 2' TYP. I 104' 2:1 MAX 52' 52' No -•-�� VARIES \�O. JJ' A.13 %J: .B. �• �.� 0.1' OVERLAY �0-33' X0.59' A.C. A.B. TYPICAL SECTION FOR SOUTH HIGHLAND AVENUE CONSTRUCTION NOTES: STA 34+18.35 to STA 35+00.00 TI -= 10.0 O2 REMOVE EXISTING P. C. C. ► A.C., PAVEMENT, OR SOIL. OCONSTRUCT 6 I/ INCH THICK ASPHALT CONCRETE OVER 4 INCH THICK AGGREGATE BASE MATERIAL. 3A COLD MILL 30. 48rixn (0. 1 ') OF EXISTING A.C. PAVEMENT AND OVERLAY 30. 48rnn (0. 1 ') OF A.C. PAVEMENT PER DETAIL ON SHEET 7. Oq CONSTRUCT 8 INCH CURB AND GUTTER PER CITY OF FONTANA STD. PLAN NO. 1003. 4ACONSTRUCT 8 INCH CURB PER CITY OF FONTANA STD. PLAN N0. 1003. q H CONSTRUCT MODIFIED 8 INCH CURB AND 12 INCH GUTTER PER CITY OF FONTANA STD. PLAN NO. 1003.. O5 CONSTRUCT 4 INCH P.C.C. SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1015. 16 CONSTRUCT MEDIAN TREATMENT PER CITY OF FONTANA STD. PLAN 145. NOT TO SCALE STA 97+50 TO STA 100+75 TI = 10.0 N' L Y R/W VARIES PER PLAN 59' TO 68' VARIE53gEd PLA 46' 0 56' NOT TO SCALE STA. 43+80 TO STA. 45+00 TI = 10.0 CL STREET VARIES DER PLAN 116 0 134 VARIES PER PLAN 57' TO 66' VARIES PER PLAN 45.5' TO 53' 2' = w 5' MIN S' L Y R/W 0.54' A.C. I I 0.1' COLD MILL ��0.54' A.C. 12: 1 MAX 0.33' A.B. 0.1' OVERLAY 0.33 A.B. TYPICAL SECTION FOR SOUTH HIGHLAND AVENUE VARIES PER PLAN 64' TO 68' VARIES PER PLA 46.5' TO 56.5 VAP TFl:� NOT TO SCALE STA 36+72.12 TO STA 38+00 TI = 10.0 CL STREET VARIES PER PLAN 127 0 134 4' -VAR 10 VARIES PER PLAN 65' TOW VARIES PER PLAN 53.7' TO 54.15' • TYPICAL SECTION FOR SOUTH HIGHLAND AVENUE NOT TO SCALE STA 38+00 TO STA 39+14.28 TI = 10.0 STREET I 2' TYP. S' L Y R/W 12' ' Y 10.5' 2 5 �2' MAX S' L Y R/W 41-1 2:1 MAX P.C.C. VOJJ M. U. EX. PAVEMENT-.,,*' & EX. BASE L 0 - 3 3 ' A.B. 0.54' A.C. TYPICAL SECTION FOR .SOUTH HIGHLAND AVENUE NOT TO SCALE STA. 40+85.46 TO STA 43+80 �7 PERMIT NA AStJ1't_AI_11Af''_AAQ4 A O o DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG FREE A PUBLIC SERVICE BY UNDERGROUND SERVICE 6ALLERT REV. REVISION DESCRIPTION DATE 5' CITY 5' 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. VARIES PER PLAN CITY OF VARIES VARIES 42' 12' 0'TO 5 © Recaieo D 4w/A/� 9-2/ 19' TO 38.5' 0' TO 0' TO W w J w za a. o SCALE: NONE 11 4A 12 AA J 3' TYP. 2 3 o0 X -' N o 2 3 ,`V�J' 16 t� ��, _ EX. PAVEMENT �' S 3 = z o o cn o- o PROP. FINISH <v �G & EX. BASE a � a 0- o CC SURFACE +Z� '�-�---�- �' _ ----- ------- CHECKED BY: CZ +2% ±2% - *- +2 �a CITY ENGINEER R.C.E. 51152 DATE: TE: 2:1 MAX � 0.54 � A.C. .54 A.C. 0.1 ' COLD M I L L� 3A 0.33' A.B. 0.33' A.B. 0.1' OVERLAY TYPICAL SECTION FOR SOUTH HIGHLAND AVENUE NOT TO SCALE STA 97+50 TO STA 100+75 TI = 10.0 N' L Y R/W VARIES PER PLAN 59' TO 68' VARIE53gEd PLA 46' 0 56' NOT TO SCALE STA. 43+80 TO STA. 45+00 TI = 10.0 CL STREET VARIES DER PLAN 116 0 134 VARIES PER PLAN 57' TO 66' VARIES PER PLAN 45.5' TO 53' 2' = w 5' MIN S' L Y R/W 0.54' A.C. I I 0.1' COLD MILL ��0.54' A.C. 12: 1 MAX 0.33' A.B. 0.1' OVERLAY 0.33 A.B. TYPICAL SECTION FOR SOUTH HIGHLAND AVENUE VARIES PER PLAN 64' TO 68' VARIES PER PLA 46.5' TO 56.5 VAP TFl:� NOT TO SCALE STA 36+72.12 TO STA 38+00 TI = 10.0 CL STREET VARIES PER PLAN 127 0 134 4' -VAR 10 VARIES PER PLAN 65' TOW VARIES PER PLAN 53.7' TO 54.15' • TYPICAL SECTION FOR SOUTH HIGHLAND AVENUE NOT TO SCALE STA 38+00 TO STA 39+14.28 TI = 10.0 STREET I 2' TYP. S' L Y R/W 12' ' Y 10.5' 2 5 �2' MAX S' L Y R/W 41-1 2:1 MAX P.C.C. VOJJ M. U. EX. PAVEMENT-.,,*' & EX. BASE L 0 - 3 3 ' A.B. 0.54' A.C. TYPICAL SECTION FOR .SOUTH HIGHLAND AVENUE NOT TO SCALE STA. 40+85.46 TO STA 43+80 �7 PERMIT NA AStJ1't_AI_11Af''_AAQ4 A O o DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG FREE A PUBLIC SERVICE BY UNDERGROUND SERVICE 6ALLERT REV. REVISION DESCRIPTION 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. oil,OF ESS J PLANS PREPARED BY: � Q� � �, pS A► Z W WILLDAN �� ��' ��q ``� 13191 Crossroads ParkwayNorth, Suite 405 �� �o - ._, Z Industry, CA 91746 3497 No. C060153 ,' �' (562) 908-6200 d EXP. 03-31-04 * * UNDER THE SUPERVISION OF: s�ql c1viv ���� F OF CA�l�O �) d3 CARLOS A. ANO R.C.E. 60153 DATE CITY OF FONTANA 1C-AL-rMAN05, C14AMaeS -PERM IT 'NO. • I STREET IMPROVEMENTS © Recaieo D 4w/A/� 9-2/ ��� DRAWN BY: DB/BM SOUTH HIGHLAND AVENUE TYPICA STREET ECTION AN DETAILS SCALE: NONE DESIGNED BY: NJ/SB/CZ DATE: 04-14-03 CHECKED BY: CZ APVED BY: • � DRAWING NO.:TOLL 2997 L} 3 CITY ENGINEER R.C.E. 51152 DATE: TE: c rn 0 O N O i 0 o Ln O N i � Q Q