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HomeMy WebLinkAbout4281-201203 1202 1201 1200 1199 1204 1203 1202 1201 1200 STA. 40+87t 7�45,8,� 1204 1203 1202 1201 1200 STA. 41+36± 7' 7' 1203.37 Tf% 203 1 202 1 1201 1 200 1 1199 1 1204 1203 1202 1201 1200 1205 1204 1203 1202 1201 STA. 41+86± STA. 42+35f 1204 1203 1202 1201 1200 1205 1204 1203 1202 1201 STREET IMPROVEMENT CONSTRUCTION NOTES: O1 CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN NO. 1000. @CONSTRUCT 7.5' SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1006. O7 CONSTRUCT 6" OF ASPHALT CONCRETE PAVEMENT OVER 1.0' OF 95% COMPACTED NATIVE SOIL. O8 CONSTRUCT VARIABLE THICKNESS ASPHALT CONCRETE OVERLAY (MINIMUM 2"). O9 CONSTRUCT 8" CURB PER CITY OF FONTANA STD. DETAIL NO. 1000. StA. 42+86± 1205 1204 1203 1202 1201 1206 1205 1204 1203 1202 STA. 43+35f 45' 8l 1204.71 1204.70 TC TC ��:ill/o� 1206 ■� 1205 1203 1204 1202 1203 Em 1202 1206 o 1205 wm8w7\;Qi�ui�C''I o ' 1204 0 1 rab".1i 1, N Mill', 1204 1203 1202 1201 1200 STA. 41+36± 7' 7' 1203.37 Tf% 203 1 202 1 1201 1 200 1 1199 1 1204 1203 1202 1201 1200 1205 1204 1203 1202 1201 STA. 41+86± STA. 42+35f 1204 1203 1202 1201 1200 1205 1204 1203 1202 1201 STREET IMPROVEMENT CONSTRUCTION NOTES: O1 CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN NO. 1000. @CONSTRUCT 7.5' SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1006. O7 CONSTRUCT 6" OF ASPHALT CONCRETE PAVEMENT OVER 1.0' OF 95% COMPACTED NATIVE SOIL. O8 CONSTRUCT VARIABLE THICKNESS ASPHALT CONCRETE OVERLAY (MINIMUM 2"). O9 CONSTRUCT 8" CURB PER CITY OF FONTANA STD. DETAIL NO. 1000. StA. 42+86± 1205 1204 1203 1202 1201 1206 1205 1204 1203 1202 STA. 43+35f 45' 8l 1204.71 1204.70 TC TC ��:ill/o� 1206 ■� 1205 1203 1204 1202 1203 1201 1202 1206 o 1205 STA. 43+86t �7' 79--45'81� 1205 1206 1204 1205 1203 1204 1202 1203 1201 1202 205 204 203 202 1201 1205 1204 1203 1202 1201 STA. 44+37f 1207 1206 1205 1204 1203 1208 1207 1206 1205 1204 7' 7 45' 8' 1205.65 1205.65 TC TC 120 1206 120 1205 120 1204 120 1203 120 1206 1203 1205 o ' 1204 0 1 rab".1i STA. 44+37f 1207 1206 1205 1204 1203 1208 1207 1206 1205 1204 7' 7 45' 8' 1205.65 1205.65 TC TC STA. 44+86t e--7' 7' -*4-' 45'8'� STA. 45+36f 1206 1 1205 1 1204 1 1203 1 1202 1 1207 120 1206 120 1205 120 1204 120 1203 120 1206 1203 1205 o ' 1204 STA. 44+86t e--7' 7' -*4-' 45'8'� STA. 45+36f 1206 1 1205 1 1204 1 1203 1 1202 1 1207 120 1206 120 1205 120 1204 120 1203 120 1207.35 TC 1206 1208 207 1208 206 EXISTING 1205 1207 GROUND 1204 1206 1203 1205 1202 1204 45' 1207.42 TC Alma.,1011 STA. 46+36f STA. 46+85t d STA. 4 7 + 3 5f 208 207 206 205 204 1209 1208 1207 1206 1205 208 1209 207 1208 206 1207 205 1206 204 1205 021!0x�_s 1 rab".1i 1, N Mill', d STA. 4 7 + 3 5f 208 207 206 205 204 1209 1208 1207 1206 1205 208 1209 207 1208 206 1207 205 1206 204 1205 1208.48 TC 1208 1210 1207 1209 1206 1208 1205 1207 1204 1206 STA.. 47+86f STA. 48+36t 1209 1208 1207 1206 1205 1210 1209 1208 1207 1206 nvrt�. i =cv Underground Service AlertTKE ENGINEERING, INC. sHouLo coNs,RucnoN of TME CITY OF FONTANA, CALIFORNIA SECTION 4216/4217 OF THE GOVERNMENT 4446 CENTRAL AVENUE REQUIRED IMPROVEMENTS NOT CODE REQUIRES A DIG ALERT IDENTIFICATION{ M RFy � RIVERSIDE, CA 92506 STREET IMPROVEMENTS COMMENCE WITHIN TWO YEARS OF THE STREET IMPROVEMENT PLANS NUMBER BE ISSUED BEFORE A PERMIT TO y ,� y,� - _ DATE OF APPROVAL SHOWN HEREON DRAMN BY: sate � A (951) 680-0440 AND CARRIED FORTH IN A DILIGENT s�rr. FOOTHILL BOULEVARD AS SHOWNEXCAVATE WILL BE VALID � No.e�� � ERING FAX (951) 68 -0490 FOOTHILL BOULEVARD MANNER, THE CIN ENGINEER MAY DESIGNED BY: CT. SECTIONS DATE' FOR YOUR DIG ALERT I.D. NUMBER CALL EV 9-30-08 UNDERGROUND SERVICE ALERT `�9� �iv�� ��� EAST AVENUE TO CHERRY AVENUE REQUIRE REVISIONS TO THE PLANS TO Tl�t JUNE 2007 TOLL FREE 1-800-227-2600 �`�F b 2° o BRING THEM INTO CONFORMANCE WITH q{Eq� BY: BY: DATE: owAv�c No.: .TERRY MUPIRES: ENNER R.C.E. No. 69984 CONDITIONS AND STANDARDS IN EFFECT. 0 20 TWO WORKING DAYS BEFORE YOU DIG REV. REVISION DESCRIPTION ons �cR. an nA� 9-30-08 TMR ���� 4281 27 CtTY ENGINEER R.C.E. No. 51152 TKE JOB �4: 101-18