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Home My WebLink About4223-712" COMPACTED SUBGRADE PKWY WIDTH 9.5' TO 12' 8.5' TO 11.5' ,I �a 60' EXST RW VARIES 30' - 60' VARIES 41' TO 51' EXST EDGE OF PVMT VARIES EXISTING GROUND 9 10 2% o� I � 60' EXST RW 41' EXST EDGE OF PVMT a EXST GROUND EXISTING GROUND 1 CV 2% 2% 8 2 3 1 12" COMPACTED SUBGRADE 0 I EXST GROUND 2:1 MAX 12" COMPACTED SUBGRADE NOTE: THE FULL DEPTH AC PAVEMENT SEC T1ONS OF BASELINE AVENUE ARE BASED ON A TRAFFIC INDEX OF 10. 30' VARIES 14' TO 21' VARIES 10 ga I � (�LsAsEuNE AVE BASELINE AVE CROSS SECTION N.T.S. STA 229+67.70 TO STA 232+19.54 TI = 10 1 VARIES 16' - 24' VARIES 10 � a --R VARIES 60' - 63.70' EXST RW 41' EXST EDGE OF PVMT 27' PKWY WIDTH 3:: 12' 5.5' 6 0 2 12" COMPACTED SUBGRADE VARIES 64' - 72' EXST RW 30' 41' & VARIES VARIES i I EXST EDGE OF PVMT I 1 CL BASEIJNE AVE BASELINE AVE CROSS SECTION N.T.S. STA 232+19.54 TO STA 233+79.54 TI = 10 OLeASEuNE AVE v 12" COMPACTED SUBGRADE -12" COMPACTED SUBGRADE PKWY WIDTH 12' 5.5' 1 6' z 1' MIN OR AS DIRECTED BY ENGINEER 12" COMPACTED SUBGRADE 2' MIN OR AS DIRECTED BY THE ENGINEER COLD MILL EXST PAVEMENT Z TO .10' MIN DEPTH _j FEATHER OVERLAY � TO MATCH EXST 3 0.10' MIN THICK � AC OVERLAY EXST AC SURFACE EXST AC NOTES: 1. REMOVE EXST AC TO A DEPTH OF 1' 2. RECOMPACT EXST SUBGRADE (MIN. R.C.=95% IN TOP 1') 3. REPAVE WITH 1.0' AC. IN 3 EQUAL LIFTS DETAIL "B" REMOVE AND RECONSTRUCT 1' MIN SAWCUT AND REMOVE I cvc-r n � irursi-r N.T.S. 2' MIN OR AS DIRECTED BY THE ENGINEER COLD MILL EXST PAVEMENT TO 0.10' MIN DEPTH 0.10' MIN THICK AC OVERLAY FEATHER OVERLAY TO MATCH EXST AC� .�. 12" RECOMPACTED SUBGRADE (MIN, R.C. = 959) DETAIL "A" AC PAVEMENT JOIN DETAIL N.T.S. XIST PVMT. LIMIT OF PAYMENT FOR AC REPAVING PIPE O.D. + 40" 12" 7" THICK AC 12" PVMT /' 91: COMPACTED BACKFILL 3 MAX SI 2E NATIVE SOIL Q —j BEDDING B \ \\ \ Q 3 c) SAND OR GRANULAR // // ? // > v Q MATERIAL OFA SAND \\/\\ \\/\ a� m EQUIVALENT VALUE OF NOT LESS THAN 30 " \// • - - • - : - . - - • 6 MAX S12E \ \� NATIVE SOIL 2" MIN i • : / z BELL0 COLLAR/ R OR BEDDING A / p - M DRAIN o 1/2" CRUSHED ROCK /\\ `C< 6UIT w Lu /\ CL z TVD TEPIP * " 8 E O.D. 8 � FOR VCP saway. 13evvinG MAX. MAX. 5L13 SEWP-V't SKEET 1 pF Go * W=O.D.+12" MIN O.D.+24" MAX TYPICAL PIPE i FENCH AIS BEDDING .%INM & u im0W C*M NTS AST PVMT. 12" LIMIT OF PAYMENT FOR AC REPAVING 7" THICK AC PVMT. 12" 3 Q cn 95% COMPACTED \\ \ \\ N BACKFILL CONTRACTOR SHALL PROTECT AND SUPPORT ALL EXISTING UTILITIES AND PROVIDE SHOP \ \\�\ 3" MAX S12E _ DRAWINGS APPROVED BY A CIVIL ENGINEER ,//\ \// NATIVE SOIL FOR SUPPORT OF EXISTING PIPE CROSSINGS\ /\ \\/\ Y SUSPENDED ABOVE PROPOSED RCB TO THE SATISFACTION OF THE AFFECTED AGENCY 0 PKWY WIDTH NOTES 9.5' TO 12' 1O 8.5' TO 11.5' FONTANA STANDARD PLAN NO. 1000. w CONSTRUCT 8" CONCRETE CURB AND GUTTER PER CITY OF FONTANA STANDARD PLAN NO. 1000. % 3 CONSTRUCT 7" AC OVER 12" 95% COMPACTED 12" COMPACTED SUBGRADE PKWY WIDTH 9.5' TO 12' 8.5' TO 11.5' ,I �a 60' EXST RW VARIES 30' - 60' VARIES 41' TO 51' EXST EDGE OF PVMT VARIES EXISTING GROUND 9 10 2% o� I � 60' EXST RW 41' EXST EDGE OF PVMT a EXST GROUND EXISTING GROUND 1 CV 2% 2% 8 2 3 1 12" COMPACTED SUBGRADE 0 I EXST GROUND 2:1 MAX 12" COMPACTED SUBGRADE NOTE: THE FULL DEPTH AC PAVEMENT SEC T1ONS OF BASELINE AVENUE ARE BASED ON A TRAFFIC INDEX OF 10. 30' VARIES 14' TO 21' VARIES 10 ga I � (�LsAsEuNE AVE BASELINE AVE CROSS SECTION N.T.S. STA 229+67.70 TO STA 232+19.54 TI = 10 1 VARIES 16' - 24' VARIES 10 � a --R VARIES 60' - 63.70' EXST RW 41' EXST EDGE OF PVMT 27' PKWY WIDTH 3:: 12' 5.5' 6 0 2 12" COMPACTED SUBGRADE VARIES 64' - 72' EXST RW 30' 41' & VARIES VARIES i I EXST EDGE OF PVMT I 1 CL BASEIJNE AVE BASELINE AVE CROSS SECTION N.T.S. STA 232+19.54 TO STA 233+79.54 TI = 10 OLeASEuNE AVE v 12" COMPACTED SUBGRADE -12" COMPACTED SUBGRADE PKWY WIDTH 12' 5.5' 1 6' z 1' MIN OR AS DIRECTED BY ENGINEER 12" COMPACTED SUBGRADE 2' MIN OR AS DIRECTED BY THE ENGINEER COLD MILL EXST PAVEMENT Z TO .10' MIN DEPTH _j FEATHER OVERLAY � TO MATCH EXST 3 0.10' MIN THICK � AC OVERLAY EXST AC SURFACE EXST AC NOTES: 1. REMOVE EXST AC TO A DEPTH OF 1' 2. RECOMPACT EXST SUBGRADE (MIN. R.C.=95% IN TOP 1') 3. REPAVE WITH 1.0' AC. IN 3 EQUAL LIFTS DETAIL "B" REMOVE AND RECONSTRUCT 1' MIN SAWCUT AND REMOVE I cvc-r n � irursi-r N.T.S. 2' MIN OR AS DIRECTED BY THE ENGINEER COLD MILL EXST PAVEMENT TO 0.10' MIN DEPTH 0.10' MIN THICK AC OVERLAY FEATHER OVERLAY TO MATCH EXST AC� .�. 12" RECOMPACTED SUBGRADE (MIN, R.C. = 959) DETAIL "A" AC PAVEMENT JOIN DETAIL N.T.S. XIST PVMT. LIMIT OF PAYMENT FOR AC REPAVING PIPE O.D. + 40" 12" 7" THICK AC 12" PVMT /' 91: COMPACTED BACKFILL 3 MAX SI 2E NATIVE SOIL Q —j BEDDING B \ \\ \ Q 3 c) SAND OR GRANULAR // // ? // > v Q MATERIAL OFA SAND \\/\\ \\/\ a� m EQUIVALENT VALUE OF NOT LESS THAN 30 " \// • - - • - : - . - - • 6 MAX S12E \ \� NATIVE SOIL 2" MIN i • : / z BELL0 COLLAR/ R OR BEDDING A / p - M DRAIN o 1/2" CRUSHED ROCK /\\ `C< 6UIT w Lu /\ CL z TVD TEPIP * " 8 E O.D. 8 � FOR VCP saway. 13evvinG MAX. MAX. 5L13 SEWP-V't SKEET 1 pF Go * W=O.D.+12" MIN O.D.+24" MAX TYPICAL PIPE i FENCH AIS BEDDING .%INM & u im0W C*M NTS AST PVMT. 12" LIMIT OF PAYMENT FOR AC REPAVING 7" THICK AC PVMT. 12" 3 Q cn 95% COMPACTED \\ \ \\ N BACKFILL CONTRACTOR SHALL PROTECT AND SUPPORT ALL EXISTING UTILITIES AND PROVIDE SHOP \ \\�\ 3" MAX S12E _ DRAWINGS APPROVED BY A CIVIL ENGINEER ,//\ \// NATIVE SOIL FOR SUPPORT OF EXISTING PIPE CROSSINGS\ /\ \\/\ Y SUSPENDED ABOVE PROPOSED RCB TO THE SATISFACTION OF THE AFFECTED AGENCY 0 STREET IMPROVEMENT CONSTRUCTION NOTES 1O CONSTRUCT 8" CONCRETE CURB PER CITY OF FONTANA STANDARD PLAN NO. 1000. 2O CONSTRUCT 8" CONCRETE CURB AND GUTTER PER CITY OF FONTANA STANDARD PLAN NO. 1000. 3 CONSTRUCT 7" AC OVER 12" 95% COMPACTED SUBGRADE. 0 O4 CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER CITY' OF FONTANA STANDARD PLAN NO. 1003. 8O CONSTRUCT 6' CONCRETE SIDEWALK PER CITY OF FONTANA PLANS STANDARD�0��N4STANDARD rv+ry ivvv, niv v n� �nvm� vii �iv�. BASELINE AVE CROSS SECTION �� E5Z O9 REMOVE AND REPLACE EXISTING AC PAVEMENT PER DETAIL A ON SHEET 7. N.T.S. �' '�"12314�� 10 REMOVE AND REPLACE EXISTING AC PAVEMENT WITH 12" FULL c-Tn n z z � -�n C A -rr� STA � z c � o r � i _ � DEPTH SEC110N AC PER DETAIL "B" ON SHEET 7. STA 233+79.54 TO STA 236+85.71«Irk C��10. TI — 101110F CINA-A ° 2 Q O REV. REVISION DESCRIP110N DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT AS-6UILT RECORD DRAWING ��i4l,o r•�o•�t COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL T- SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MA Y REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. TOLL FREE —800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT %FESS/pN �EB ky9� �e No. 37123 60.6/30/08 \�T CIVIC. � OF CA�� w Q\// w °- Y 00 /\\ z \\/\� > 0 Q Vol m STRUCTURE BACKFILL \ RCB \//� o HAND COMPACTED TO 95% /\\ \ �� 6" MAX S12E04 COMPACTION \ NATIVE SOIL o VERTICAL SHORING o VERTICAL\\ \\/� z 0 SHORING J r• / U CD SAND 2-4 tet' LO TYNCAL DOLIBLE AND 894CLERCBLn TF93CH AND BEDDINGCAST IN PLACE & PRECAST w Lu V) NTS o N W Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA i BASELINE AVENUE IMPROVEMENTS o DRAWN BY: SCALE: w M.L. TYPICAL CROSS SECTIONS AS SHOWN w ' 2001 East First Street DESIGNED BY: D ILS DATE: m Santa Ana, CA 92705 A.F. 05-16-07 1 TEL: (714)568-7300 FAX: (714)836-5906 CHECKED BY: APPR D BY: DRAWING NO.: 7 .,::. M.R. 4223 41 _ . _ ,.,; ,.;� ;."z*.;� -•� Date CITY ENGI R.C.E. 51152 DATE: n: