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HomeMy WebLinkAbout786A-1Po\jl_�ANA VICINITY MAP PROJECT LOCATION BENCHMARK N0. 592 ELEV. 1135.36 ED ED R bm"M P R_ 11 O—V M F%N Q 0 J\l S PK NAIL IN LEAD AT EAST END OF THE NORTHEAST CURB RETURN A MARYGOLD AVENUE AND JUNIPER AVENUE. JUNIPER AVENUE FAmlRYGOO LD AVENUE 2 �O Ess/O --LEVEL , o�p Ll NE HECTOR cD LUCID CORREA , a N0.36300 tz �. CIVIL TYPICAL CROSS SECTION JT ENGINEERING 9TF OF Cl, O� JUNIPER AVENUE P m TYPICAL CROSS SECTION NSA RYGOLD AVENUE o QvF ESSIO w .rrri No. 12183 s� CIVIL ` qTF OF CAO��� GENERAL NOTES 1 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATION DATED 1975. 2 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO THE START OF ANY WORK. 3 SEWER MANHOLE PRAMES AND COVERS SHALL BE CONSTRUCTED 6 INCHES BELOW FINISHED PAVEMENT GRADE BY THE SEWER CONTRACTOR AND SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR, AT THE COMPLETION OF PAVING. 4 THE CONTRACTOR() SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTURICAL, LIGHTING, TELEVISION CABLE, LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, 4TC. 5 ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO PLAN GRADES. 6 AS—BUILT PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR. 7 THE CONTRACTOR SHALL CONTACT ALL SERVING UTILITY COMPANIES FOR THE LOCATIONS OF EXISTING UNDERGROUND LINES BEFORE THE START OF CONSTRUCTION. ►"m MERRILL QTY AVE. CONSTRUCT 2 1/2" A. C. PAVEMENT, OVER COMPACTED NATIVE. �P w w 1194 L.F DETAIL 101. Q CONSTRUCT 4" PCC SIDEWALK. 4819 SF ® REMOVE A.0 BERM. a a REMOVE WATER METER. 4 EA © REMOVE SIDEWALK. 23 LF O REMOVE CHAIN LINK FENCE. RANDALL ® AVE. 308 SF O9 SAN BERNARDINO 9 EA AV E. CONSTRUCT DRIVEWAY PER CITY OF FONTANA STD. DETAIL 102—C. W 11 CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD DETAIL 104. 284 SF 12 0 Z 10197 SF 13 M ARYGOLD AVE. I EA ® w 3 EA W REMOVE CURB AND GUTTER. O as .. � 17 ADJUST SEWER MH TO GRADE, 2 EA Z i VALLEY • > F0 BLVD. a. WASHINGTON • DR. VICINITY MAP PROJECT LOCATION BENCHMARK N0. 592 ELEV. 1135.36 ED ED R bm"M P R_ 11 O—V M F%N Q 0 J\l S PK NAIL IN LEAD AT EAST END OF THE NORTHEAST CURB RETURN A MARYGOLD AVENUE AND JUNIPER AVENUE. JUNIPER AVENUE FAmlRYGOO LD AVENUE 2 �O Ess/O --LEVEL , o�p Ll NE HECTOR cD LUCID CORREA , a N0.36300 tz �. CIVIL TYPICAL CROSS SECTION JT ENGINEERING 9TF OF Cl, O� JUNIPER AVENUE P m TYPICAL CROSS SECTION NSA RYGOLD AVENUE o QvF ESSIO w .rrri No. 12183 s� CIVIL ` qTF OF CAO��� GENERAL NOTES 1 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATION DATED 1975. 2 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO THE START OF ANY WORK. 3 SEWER MANHOLE PRAMES AND COVERS SHALL BE CONSTRUCTED 6 INCHES BELOW FINISHED PAVEMENT GRADE BY THE SEWER CONTRACTOR AND SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR, AT THE COMPLETION OF PAVING. 4 THE CONTRACTOR() SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTURICAL, LIGHTING, TELEVISION CABLE, LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, 4TC. 5 ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO PLAN GRADES. 6 AS—BUILT PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR. 7 THE CONTRACTOR SHALL CONTACT ALL SERVING UTILITY COMPANIES FOR THE LOCATIONS OF EXISTING UNDERGROUND LINES BEFORE THE START OF CONSTRUCTION. ►"m CONSTRUCTION NOTES QTY O CONSTRUCT 2 1/2" A. C. PAVEMENT, OVER COMPACTED NATIVE. 13 6 62 S F O CONSTRUCT 8" P. C. C. CURB AND GUTTER PER CITY OF FONTANA STD. 1194 L.F DETAIL 101. Q CONSTRUCT 4" PCC SIDEWALK. 4819 SF ® REMOVE A.0 BERM. 638 LF O5 REMOVE WATER METER. 4 EA © REMOVE SIDEWALK. 23 LF O REMOVE CHAIN LINK FENCE. 3 6 6 L F ® REMOVE A.0 DRIVEWAY. 308 SF O9 REMOVE TREES. 9 EA 10 CONSTRUCT DRIVEWAY PER CITY OF FONTANA STD. DETAIL 102—C. 2 EA 11 CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD DETAIL 104. 284 SF 12 CONSTRUCT MINIMUM 1" OVERLAY. 10197 SF 13 REMOVE DRAINAGE STRUCTURE. I EA ® REMOVE REFLECTOR PADDLES. 3 EA 15 REMOVE CURB AND GUTTER. 4 8 O LF © 16 CONSTRUCT DISCHARGE STRUCTURE PER CITY OF FONTANA STD. DETAIL 124. 3 EA 17 ADJUST SEWER MH TO GRADE, 2 EA