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HomeMy WebLinkAbout2577-10Underground Service: Alert SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-422-4133 TWO WORKING DAYS BEFORE YOU DIG 1 Z"Ut"V1111L AVENUE REVISIONS No. I By I Date City Aprroval Date mmvew Ae i� D., LAP ND. DR # 02 - 01-7 Seal SUBMITTED BY - 9 OFESSIO Y:QFtOFESS/O Ricut�!�2� No. 29001 m * Exp. 3-31-99 Sj CNIL �Y qlF OF CAofo FELIPE R. CA R.C.E. No. 29 DATE: Q FIRM ft�rafe,k LIG! A AWC1,67`fff >bDgE-ss : -fa6 z. 5�A4 -ER rolu 14w STRIPING NOTES DRM5, CA q2�6 7 CONSTRUCTION NOTES ❑1 12" WHITE STRIPE (CROSSWALKS OR LIMIT LINES) TEL 2S3 *6 OADJUST EXIST MANHOLES TO GRADE PER CITY STD 109 ❑ STD PLAN A20A L 9 (LANE LINE FOR SPEED ZONES 40 MPH OR LESS 2 ADJUST EXIST UTILITY VALVES TO GRADE ❑ STD PLAN A20B DTL 32 (2 -WAY LT LANE) 4 PAVE TO DRAIN AS DIRECTED BY ENGINEER -1 STD PLAN A20D DTL 38 (CHANNELIZING LINE) 10 REMOVE AND REPLACE EXIST 8" CURB & GUTTER PER ❑ STD PLAN A20A DTL 22 (DOUBLE YELLOW) STD 101 11 12" YELLOW STRIPE (CROSSWALKS) CALTRANS STD A24E 11 REMOVE CONFLICTING CURB & SIDEWALK AND CONSTRUCT CURB AND HC RAMP PER APWA STD 111-2 19 4" WHITE STRIPE (50' MIN) 15 REMOVE AND REPLACE EXIST 4" PCC SIDEWALK/DRIVE APPROACH 20 STD PLAN A20A TYPE C MARKER P24' TYP PER CITY STD 105A/103 ❑ (, ) 17 nn,w REMOVE AND REPLACE DRIVEWAY WITH 6" CONCRETE r STD PLAN A24A TYPE NARROW 6� Coasr z w f P& Fu G.L. Pew A• 20 CONSTRUCT NEW 5' WIDE PCC SIDEWALK 00w STD PLAN A24A TYPE VI ARROW /1\ / M1 6� &L9T ��Mc�,���✓���Y �PP�,��� Pry 34 CONSTRUCT 8" CURB AND GUTTER PER CITY STD 101 45 STD PLAN A24C NUMERALS C1 T1/ SM i �7 009 IS1 . 64 ADJUST EXIST STORM DRAIN INLETS TO GRADE ,J / 0 67 REMOVE- EX PRW&COr, e"R.6,J qu7'rC1e 14" LEGEND 51x -w t -k z'*'w1,0F A e. CITRUS AVE TO C/L ALDER AVE - HEATER REMIX AND OVERLAY 0.15' AC PAVEMENT �I G$ CoA�S Neo) /?>" W1,06 JCC C Sl -GfJf}L OCITRUS AVE TO BUCKEYE AVE - REMOVE EXIST PAVEMENT & SUBGRADE. REPLACE WITH 0.33' AC PAVEMENT OVER NATIVE 7- o HEADER CUT PER DETAIL ON SHT. 2 ® R� �UCQ7T�0�� Pk)i1L OVERLAY 0.15' AC PAVEMENT QQ,OFESS�pN H1 4� 9`�2 117221 STREET ADDRESS G� CO rn U E Noi47547 m m * 0-,5 C'ec';- JOHN ELAN & ASSOCIATES, INC. Consulting Engineers 25814 Business Center Dr., Suite A Redlands, Ca. 92374 (909) 889-0676 (909) 799-8944 CITY OF FONTANA, CALIFORNIA PAVEMENT REHABILITATION PROJECT DRAWN SCALE ARROW BLVD SCALE1"_40' DESIGNFRC/MES STA 100+00 TO STA 128+00 DATE 03/98 CHECKED L� G�¢� -3, ��, gf� DR No. SHEET 10 APPROVED © F.R.C. v s/,au CITY ENGINEER - R.C.E. No. 25126 2577 OF 20 1 i .. Underground Service: Alert SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-422-4133 TWO WORKING DAYS BEFORE YOU DIG 1 Z"Ut"V1111L AVENUE REVISIONS No. I By I Date City Aprroval Date mmvew Ae i� D., LAP ND. DR # 02 - 01-7 Seal SUBMITTED BY - 9 OFESSIO Y:QFtOFESS/O Ricut�!�2� No. 29001 m * Exp. 3-31-99 Sj CNIL �Y qlF OF CAofo FELIPE R. CA R.C.E. No. 29 DATE: Q FIRM ft�rafe,k LIG! A AWC1,67`fff >bDgE-ss : -fa6 z. 5�A4 -ER rolu 14w STRIPING NOTES DRM5, CA q2�6 7 CONSTRUCTION NOTES ❑1 12" WHITE STRIPE (CROSSWALKS OR LIMIT LINES) TEL 2S3 *6 OADJUST EXIST MANHOLES TO GRADE PER CITY STD 109 ❑ STD PLAN A20A L 9 (LANE LINE FOR SPEED ZONES 40 MPH OR LESS 2 ADJUST EXIST UTILITY VALVES TO GRADE ❑ STD PLAN A20B DTL 32 (2 -WAY LT LANE) 4 PAVE TO DRAIN AS DIRECTED BY ENGINEER -1 STD PLAN A20D DTL 38 (CHANNELIZING LINE) 10 REMOVE AND REPLACE EXIST 8" CURB & GUTTER PER ❑ STD PLAN A20A DTL 22 (DOUBLE YELLOW) STD 101 11 12" YELLOW STRIPE (CROSSWALKS) CALTRANS STD A24E 11 REMOVE CONFLICTING CURB & SIDEWALK AND CONSTRUCT CURB AND HC RAMP PER APWA STD 111-2 19 4" WHITE STRIPE (50' MIN) 15 REMOVE AND REPLACE EXIST 4" PCC SIDEWALK/DRIVE APPROACH 20 STD PLAN A20A TYPE C MARKER P24' TYP PER CITY STD 105A/103 ❑ (, ) 17 nn,w REMOVE AND REPLACE DRIVEWAY WITH 6" CONCRETE r STD PLAN A24A TYPE NARROW 6� Coasr z w f P& Fu G.L. Pew A• 20 CONSTRUCT NEW 5' WIDE PCC SIDEWALK 00w STD PLAN A24A TYPE VI ARROW /1\ / M1 6� &L9T ��Mc�,���✓���Y �PP�,��� Pry 34 CONSTRUCT 8" CURB AND GUTTER PER CITY STD 101 45 STD PLAN A24C NUMERALS C1 T1/ SM i �7 009 IS1 . 64 ADJUST EXIST STORM DRAIN INLETS TO GRADE ,J / 0 67 REMOVE- EX PRW&COr, e"R.6,J qu7'rC1e 14" LEGEND 51x -w t -k z'*'w1,0F A e. CITRUS AVE TO C/L ALDER AVE - HEATER REMIX AND OVERLAY 0.15' AC PAVEMENT �I G$ CoA�S Neo) /?>" W1,06 JCC C Sl -GfJf}L OCITRUS AVE TO BUCKEYE AVE - REMOVE EXIST PAVEMENT & SUBGRADE. REPLACE WITH 0.33' AC PAVEMENT OVER NATIVE 7- o HEADER CUT PER DETAIL ON SHT. 2 ® R� �UCQ7T�0�� Pk)i1L OVERLAY 0.15' AC PAVEMENT QQ,OFESS�pN H1 4� 9`�2 117221 STREET ADDRESS G� CO rn U E Noi47547 m m * 0-,5 C'ec';- JOHN ELAN & ASSOCIATES, INC. Consulting Engineers 25814 Business Center Dr., Suite A Redlands, Ca. 92374 (909) 889-0676 (909) 799-8944 CITY OF FONTANA, CALIFORNIA PAVEMENT REHABILITATION PROJECT DRAWN SCALE ARROW BLVD SCALE1"_40' DESIGNFRC/MES STA 100+00 TO STA 128+00 DATE 03/98 CHECKED L� G�¢� -3, ��, gf� DR No. SHEET 10 APPROVED © F.R.C. v s/,au CITY ENGINEER - R.C.E. No. 25126 2577 OF 20