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HomeMy WebLinkAbout3226-2W'LY CE STREET E'LY GRADE , EXIST. PAVEMENT AND 4 OVERLAY 0.10' MIN. SECTION A—A — CATAWBA AVE S/0 RANDALL AVE. TYPICAL SECTION FOR CURB, GUTTER, & SIDEWALK CONSTRUCTION NOT TO SCALE N'LY CL STREET S'LY R/�W 74' RTW MATERIAL COMPACTED TO,F 959 ., REVISION DESCRIPTION 2 z WLLJ 0.5' 2 5' CONSTRUCT 8 INCH CURB PER CITY OF FONTANA STD. PLAN NO. 1003 AND EXIST. �- nu7 Z MODIFIED PER DETAIL HEREON. PAVEM'T GRADE © O EXIST. ���y>'� PROP. in � I EXIST. VARIES 5 VARIES W syo PAVEM'TI MILL 0.1' MIN OF A.C. PAVEMENT AND OVERLAY 0.1' MIN OF A.C. PAVEMENT ' FS 6 O GRADE PAVEM'T - - _= -r IT`= 2q DATE: 06/19/03 3 1� 5' VARIES &BASE VARIES ? 51 I_II n 1`1V —27) I (2.5-4%) (MIN.) (MIN.) (MIN.)MIN.) • �- 3%) (2 I (1 2 .,� I v„. 2-39' 2-3% c NATURA :..:.... ..: _...._�... NATURAL GROUND GROUND _ GRINO 0.10' MIN. ------- •• --rrr— ��3 �--� ,.. .. _... .. .t EXIST. PAVEMENT AND PROP. - - - - - - - GRIND 010' MIN -....,_ _. GRADE , EXIST. PAVEMENT AND 4 OVERLAY 0.10' MIN. SECTION A—A — CATAWBA AVE S/0 RANDALL AVE. TYPICAL SECTION FOR CURB, GUTTER, & SIDEWALK CONSTRUCTION NOT TO SCALE N'LY CL STREET S'LY R/�W 74' RTW SECTION D --D — RANDALL AVE W/O FONTANA AVE. TYPICAL SECTION FOR CURB, GUTTER, & SIDEWALK CONSTRUCTION NOT TO SCALE N'LY CL STREET S'LY R/�W309 7 ' R W 44' LANDSCAPE WILY CL STREET ETY LTIA 6CK RTW 87' R W 12' 18' 32' —1�_ log 52' 35' ® — 2 10' 14' 38' owl 20'15, o. ? . � 6' 4' � 0.5 II EXIST. � T. 3 15 11 6 1 27. 5' VARIES PAVEM'T GRADE FS (MIN.) (1 q) dt BASE 1VARIES -_„ +0.5 VARIES 2 _PAVEM'T 59 >t�IJ,�JA P..I ,;_I�?a1 5-1%VARIES __..__ & BA E -- ��„ w-- - -._. "-1�7 0 __r _ _ .. r — _ _ •�._—.. '.---------------- -2.5 ) •• M N. �----..r.. _ __ '..' 1-�.t __ .... . ------,W. � NATURA GROND GROUND .Y / GRIND 0.10 MIN. . � ' _ r v t• 4 EXIST. PAVEMENT AND 7 _--------_rrr_..r . GRIND 0.10 MIN. OVERLAY 0.10' MIN. 46 EXIST7 . PAVEMENT AND OVERLAY 0.10' MIN. SECTION B -B - RANDALL AVE E/0 FONTANA AVE. SECTION F -F - FONTANA AVE N/0 RANDALL AVE. TYPICAL SECTION FOR CURB, GUTTER, & SIDEWALK CONSTRUCTION TYPICAL SECTION FOR CURB, GUTTER, & SIDEWALK CONSTRUCTION NOT TO SCALE NOT TO SCALE W'LY 5' 70 CE STREET Y a a r*l ETY 5' 11 GRADE SECTION C -C - FONTANA AVE S/0 RANDALL AVE. TYPICAL SECTION FOR CURB, GUTTER, & SIDEWALK CONSTRUCTION NOT TO SCALE W'LY 0 C{ STREET A •. 0 MATERIAL COMPACTED TO,F 959 ., REVISION DESCRIPTION DATE O WLLJ Z 2 w CONSTRUCT 8 INCH CURB PER CITY OF FONTANA STD. PLAN NO. 1003 AND EXIST. �- a PROP. W MODIFIED PER DETAIL HEREON. PAVEM'T FS © CONSTRUCT 4 INCH THICK P.C.C. SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1015. EXIST. 3 CONSTRUCTION NOTES: _.. _•_ VARIES 5 VARIES W syo PAVEM'TI MILL 0.1' MIN OF A.C. PAVEMENT AND OVERLAY 0.1' MIN OF A.C. PAVEMENT ' SCALE: NIA 6 O GRADE & BASE - - _= -r va, w y DATE: 06/19/03 rl- r-rr r r r.rrrr r ---- ----------------- �}-"'-rrrrr-�" rr"CONSTRUCT r r,i_ rr VARIES VARIES 5' 1 02 2% 5, 1`1V —27) I (2.5-4%) (MIN.) (MIN.) 3 • �- ,—,lf�l .,� I v„. 2-39' c NATURA :..:.... ..: _...._�... GROUND GRINO 0.10' MIN. EXIST. PAVEMENT AND PROP. OVERLAY 0.10' MIN. FS 4 SECTION D --D — RANDALL AVE W/O FONTANA AVE. TYPICAL SECTION FOR CURB, GUTTER, & SIDEWALK CONSTRUCTION NOT TO SCALE N'LY CL STREET S'LY R/�W309 7 ' R W 44' LANDSCAPE WILY CL STREET ETY LTIA 6CK RTW 87' R W 12' 18' 32' —1�_ log 52' 35' ® — 2 10' 14' 38' owl 20'15, o. ? . � 6' 4' � 0.5 II EXIST. � T. 3 15 11 6 1 27. 5' VARIES PAVEM'T GRADE FS (MIN.) (1 q) dt BASE 1VARIES -_„ +0.5 VARIES 2 _PAVEM'T 59 >t�IJ,�JA P..I ,;_I�?a1 5-1%VARIES __..__ & BA E -- ��„ w-- - -._. "-1�7 0 __r _ _ .. r — _ _ •�._—.. '.---------------- -2.5 ) •• M N. �----..r.. _ __ '..' 1-�.t __ .... . ------,W. � NATURA GROND GROUND .Y / GRIND 0.10 MIN. . � ' _ r v t• 4 EXIST. PAVEMENT AND 7 _--------_rrr_..r . GRIND 0.10 MIN. OVERLAY 0.10' MIN. 46 EXIST7 . PAVEMENT AND OVERLAY 0.10' MIN. SECTION B -B - RANDALL AVE E/0 FONTANA AVE. SECTION F -F - FONTANA AVE N/0 RANDALL AVE. TYPICAL SECTION FOR CURB, GUTTER, & SIDEWALK CONSTRUCTION TYPICAL SECTION FOR CURB, GUTTER, & SIDEWALK CONSTRUCTION NOT TO SCALE NOT TO SCALE W'LY 5' 70 CE STREET Y a a r*l ETY 5' 11 GRADE SECTION C -C - FONTANA AVE S/0 RANDALL AVE. TYPICAL SECTION FOR CURB, GUTTER, & SIDEWALK CONSTRUCTION NOT TO SCALE W'LY 0 C{ STREET A •. 0 E'LY I 5, 0.5' Og GRADE � -� I In I1- S 4 T. \. /IV 1.i.5n_51 n2nA m9 n p DIAL TWO WORKING BEFORE ..N oAYs BEFORE YOU DIG YOU DIG -2 - ATOLL PUBLICREE SERVICE BY UNDERGROUND1-800-227-2600 OSERVI E ALEORT MATERIAL COMPACTED TO,F 959 ., REVISION DESCRIPTION DATE O WLLJ Z 2 46 CONSTRUCT 8 INCH CURB PER CITY OF FONTANA STD. PLAN NO. 1003 AND EXIST. �- a PROP. W MODIFIED PER DETAIL HEREON. PAVEM'T FS © CONSTRUCT 4 INCH THICK P.C.C. SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1015. do BASE a 3 CONSTRUCTION NOTES: _.. _•_ VARIES 5 VARIES W syo @COLO MILL 0.1' MIN OF A.C. PAVEMENT AND OVERLAY 0.1' MIN OF A.C. PAVEMENT (MIN.) SCALE: NIA U2 REMOVE EXISTING PCC, AC, BASE, AND/OR SOIL. - ''-•. _-_."""__" _............ - - _= -r O 4 1/2 INCH°THICK ASPHALT CONCRETE OVER 12” NATIVE DATE: 06/19/03 rl- r-rr r r r.rrrr r ---- ----------------- �}-"'-rrrrr-�" rr"CONSTRUCT r r,i_ rr E'LY I 5, 0.5' Og GRADE � -� I In I1- S 4 T. \. /IV 1.i.5n_51 n2nA m9 n p DIAL TWO WORKING BEFORE ..N oAYs BEFORE YOU DIG YOU DIG -2 - ATOLL PUBLICREE SERVICE BY UNDERGROUND1-800-227-2600 OSERVI E ALEORT MATERIAL COMPACTED TO,F 959 ., REVISION DESCRIPTION DATE O CONSTRUCT 8 INCH CURB AND GUTTER PER CITY OF FONTANA STD. PLAN NO. 1003. GRIND 0.10' MIN. PLANS PREPARED BYi �pf ESSip [ n �o� 3 R��q� W�LWAN ,��� ��� , `�13191 Crossroads Parkway North, Suite 405 Industry, CA 91746-3497 ,;; Y No. C042866 q ,m (562) 908-6200 d EXP. 03-31-04 UNDER THE SUPERVISION ❑F� Jr9j CIV1� �� l�-lttll 1 Date : Z l��"3 £Of CA1.��� KENNETH J. RUKAVI A 46 CONSTRUCT 8 INCH CURB PER CITY OF FONTANA STD. PLAN NO. 1003 AND 7 EXIST. PAVEMENT AND OVERLAY 0.10' MIN. all MODIFIED PER DETAIL HEREON. STREET IMPROVEMENTS © CONSTRUCT 4 INCH THICK P.C.C. SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1015. SECTION E -E -- CATAWBA AVE N/0 RANDALL AVE. TYPICAL SECTION FOR CURB, GUTTER, & SIDEWALK CONSTRUCTION @COLO MILL 0.1' MIN OF A.C. PAVEMENT AND OVERLAY 0.1' MIN OF A.C. PAVEMENT FONTANA AVENUE CATAWBA AVENUE AND RANDALL AVENUE INTERSECTION IMPROVEMENT PROJECT TYPICAL SEC77ONS SCALE: NIA AS SHOWN IN TYPICAL SECTION. NOT TO SCALE E'LY I 5, 0.5' Og GRADE � -� I In I1- S 4 T. \. /IV 1.i.5n_51 n2nA m9 n p DIAL TWO WORKING BEFORE ..N oAYs BEFORE YOU DIG YOU DIG -2 - ATOLL PUBLICREE SERVICE BY UNDERGROUND1-800-227-2600 OSERVI E ALEORT REV. REVISION DESCRIPTION DATE ENGR. CITY DATE 2 3• 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. PLANS PREPARED BYi �pf ESSip [ n �o� 3 R��q� W�LWAN ,��� ��� , `�13191 Crossroads Parkway North, Suite 405 Industry, CA 91746-3497 ,;; Y No. C042866 q ,m (562) 908-6200 d EXP. 03-31-04 UNDER THE SUPERVISION ❑F� Jr9j CIV1� �� l�-lttll 1 Date : Z l��"3 £Of CA1.��� KENNETH J. RUKAVI A CITY OF FONTANA, CALIFORNIA KOW D WI N all STREET IMPROVEMENTS DRAWN BY: SCB FONTANA AVENUE CATAWBA AVENUE AND RANDALL AVENUE INTERSECTION IMPROVEMENT PROJECT TYPICAL SEC77ONS SCALE: NIA DESIGNED BY: SC8 DATE: 06/19/03 CHECKED BY: KIR2`�`'�"'�4I^' APPROVED Y: p / �r l�rD3 DRAWING NO.: 3226 2 5 CITY ENGINES R.C. 1 S2 DATE: