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Home My WebLink About3108-2.......... .......... 9 ....... . . . . .. r. ... ...... ...... ..... .. ......... . . . . . . ......... .......... •.............. .......... . 1� ............. .............. .......... ;� ......................... ........... ....... . .. ....... T . . .... . . ......... ........... Cl-%AALE- SC. HORL716 = 40' VERT 1' = 4` r..:-trr..:-rrr...-,.r...-...r-..-..-.':..-.--...-...- r.:...- r.. r.............f ,,.... .,- r.r.,- r. r.r- r..- r...�..-.. '.- r...�.„- r...- r:.,r.r._ r. ,r .........?r ...........:r. ...._ ._ ..,.:.r....,.-...r..........r........r,o-.:.-....•-.-:.- r•:.......r....:r........ . rrr.-....:....•:. ::.:.::::.:::.r::.r::r: r, �:.rrr..r:: •::: ...... ............. *�� I ?. ..... ....... ............... ... ........ . .. 4 --- - -------- . ..... ...... ......................... ..... ... . ................. .......... ....... -------- . ................. .......... . . .... . ...... . ...... ......... 15+00 16+00 17+00 ..... 18+00 f9+00 20+00 21+00 22+00 24+00 LEGEND 15+64.25 STR. STA AND MATCH EXISTING PAVEMEN _j L600 '10 AO . - 111. ?EE 2274. 97 FF 1274.62) TREE (1274.6 FF 1274. 73 IMF TREE * 0 11274.04 TREE .(1274.45) TREE (1274.' "2744 TREE 1 11 (1274.11 74.60 1 4 47 TP TREE FS (127 t1p I qP) t 1 P 7-1 - QP) 1274.52 .. ....... ...... FS Tf Cl-%AALE- SC. HORL716 = 40' VERT 1' = 4` r..:-trr..:-rrr...-,.r...-...r-..-..-.':..-.--...-...- r.:...- r.. r.............f ,,.... .,- r.r.,- r. r.r- r..- r...�..-.. '.- r...�.„- r...- r:.,r.r._ r. ,r .........?r ...........:r. ...._ ._ ..,.:.r....,.-...r..........r........r,o-.:.-....•-.-:.- r•:.......r....:r........ . rrr.-....:....•:. ::.:.::::.:::.r::.r::r: r, �:.rrr..r:: •::: ...... ............. *�� I ?. ..... ....... ............... ... ........ . .. 4 --- - -------- . ..... ...... ......................... ..... ... . ................. .......... ....... -------- . ................. .......... . . .... . ...... . ...... ......... 15+00 16+00 17+00 ..... 18+00 f9+00 20+00 21+00 22+00 24+00 LEGEND 15+64.25 STR. STA AND MATCH EXISTING PAVEMEN _j L600 '10 AO . - 111. ?EE 44 DRIVEWAY DETAIL SCALE I"=20' BENCH MARK: CHISELED TOP OF NORTH WEST HEADWALL AT PACIFIC ELECTRIC RAILROAD CROSSING STATION 7+17 +/- LOCUST AVENUE IN FONTANA ON FILE AT THE OFFICE OF THE SAN BERNARDINO COUNTY SURVEYORS AS PLAN # 500400 -JR -84-82. BASIS OF BEARINGS: THE BASIS OF BEARING FOR THIS SITE IS THE CENTERLINE OF LOCUST AVENUE TAKEN AS N00010*24"W PER PS 97183. 2: 1 E EXISTING RIGHT OF WAY R/W EXIST C TOLL FREE -`� 1-800-227-2600 A PUBLIQ SERVICE BY UNDERGROUND SERVICE ALERT NOT TO SCALE REV. REVISION DESCRIPTION FONTANA ELEMENTARY SCHOOL #27 I I.- 1,Lq INDICATES AC PAVEMENT INDICATES AREA OF GRIND AND OVERLAY INDICATES AREA OF SAWCUT AND REMOVAL T _1111�_EXISI L NG STREET RIGHT OF WAY • GRAPHIC SCALE 1"=40- LOCUSTAVENUE • 0 40 80 120 -CONSTRUCTION NOTES 24 SAWCUT, REMOVE AND DISPOSE OF EXISTING AC BERM. CONSTRUCT 18"x18” PREFABRICATED CONCRETE DRAIN BOX (BROOKS PRODUCT I CONSTRUCTS 112" AC OVER 12" 95% COMPACTED 1818 OR APPROVED EaUAL) WITH HEEL PROOF TRAFFIC GRATE (1/2" MAXIMUM OPENING PERPENDICULAR TO PATH OF TRAVEL) ATTACHED WITH TAMPER 2 CONSTRUCT 0.20' MINIMUM AC PAVEMENT OVERLAY. 11 SAWCUT, REMOVE AND DISPOSE OF EXISTING CURB AND GUTTER. PROOF FA S TENERS. 12 GRIND EXISTING ASPHALT PAVEMENT 10' FROM SAWCUT LINE 26 CONSTRUCT 12"x12" PREFABRICATED CONCRETE DRAIN BOX (BROOKS PRODUCT 1212 OR APPROVED EOUAL) WITH HEEL PROOF TRAFFIC GRATE (112" MAXIMUM CONSTRUCT B" PCC CURB AND GUTTER PER CITY OF FONTANA STD. (MINIMUM 0.2' DEPTH). OPENING PERPENDICULAR TO PATH OF TRAVEL) ATTACHED WITH TAMPER NO. 1003. PROOF FASTENERS. CONSTRUCT RESIDENTIAL DRIVEWAY PEP CITY OF FONATA STD. 103 13 EXISTING POWER POLES PROTECT IN PLACE27 FURNISH AND INSTALL DUAL 4" (SOP 35) DRAIN PIPE. 14 CONSTRUCT IB" RCP CD -1250 SEE SHT 3 REMOVE AND DISPOSE OF EXISTING TREES. 28 FURNISH AND INSTALL 4" STORM DRAIN CLEANOUT. 19 CONSTRUCT UNDER SIDEWALK DRAIN PER CITY OF FONTANA STD. NO. 124 CONSTRUCT RECTANGULAR UNDER SIDEWALK DRAIN "MODIFIED" WITH DOUBLE (MODIFIED TO A 45' ANGLE). @ REMOVE AND RELOCATE EXISTING MAIL BOX. OUTLETS AND "MODIFIED ANGLE" PER CITY OF FONTANA STD. N0. 124A ,CONSTRUCT CONCRETE HEADWALL PER CAL TRANS STD. D89. SEE PRECISE RELOCATE EXISTING WATER METER. FURNISH AND INSTALL SAND BAGS 3 BAGS HIGH FOR TEMPORARY EROSION GRADING PLAN 0 CONTROL AND DESILTING. SAND BAGS TO BE REMOVED WHEN FINAL CONSTRUCT SIDEWALK TYPE JUNCTION STRUCTURE PER CITY OF FONTANA STD. 31 FURNISH AND INSTALL 4" AC PAVEMENT OVER 95% COMPACTED NATIVE MATERIAL LANDSCAPING WITHIN CHANNEL IS COMPLETED. 21NO. 123 FURNISH AND INSTALL CHAIN LINK FENCE AND GATE CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. 32 22 SAWCUT REMOVE AND DISPOSE OF EXISTING PCC SIDEWALK. 121. NO. 102-C. CONSTRUCT CURB INLET STRUCTURE PER FONTANA STD. CONSTRUCT SIDEWALK PER CITY OF FONTANA STD. NO. 1015. 23 SAWCUT, REMOVE AND DISPOSE OF EXISTING AC DRIVEWAY. (MODIFIED TO HAVE A 10" CURB OPENING)34 CONSTRUCT (5'x5' MODIFIED) SIDEWALK TYPE JUNCTION STRUCTURE PER CITY OF FONTANA STD. 123. DATE ENGR. CITY DATE Consultant's Seal Prepared Under The Supervision Of CITY CSF FONTANA, CALIFORNIA IM EPIC ENGINEERS D p CIVIL ENGINEERING LAND SURVEYING PUBLIC WORK'So DEPARTMENT SHOULD CONSTRUCTION OF THE pEQUIPED IMPROVEMENTS NOT PLANNING CONSTRUCTION MANAGEMENT DRAWN BY: % FOKA NA ELWEKA R Y SHO OL NO. 27 1 cAlll: COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL 101 E. REDLANDS BOULEVARD TELE 909 - 792 - 5969 JR AS SHDWN SUITE 146 FAX 909 - 792 - 8869 ............. SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, UJI LOCWTAVENUE DATE - THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO DESIGNED BY: 53554 REDLANDS, CA 92373 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND w 312812002 xP. - TLC STANDARDS IN EFFECT. C1V%%- CHECKED BY:'14RFJPOyE5D B DRAWING NO.: 2 EDP J4_ :0/" Erick D. Potter Date CITY ENGINEER RCE 51152 DATE., 1274.30 IMF FS 31 1274. 1OTG, 12 73. 1 OFLINI log 1274.4&�,lf I i I`W 65.14i 2z6_ Qz UP NAM 1 I V IIFA J fj � 0 ,IS, 1who I "C' mk I fflffl� N I _j k YT z I 44 DRIVEWAY DETAIL SCALE I"=20' BENCH MARK: CHISELED TOP OF NORTH WEST HEADWALL AT PACIFIC ELECTRIC RAILROAD CROSSING STATION 7+17 +/- LOCUST AVENUE IN FONTANA ON FILE AT THE OFFICE OF THE SAN BERNARDINO COUNTY SURVEYORS AS PLAN # 500400 -JR -84-82. BASIS OF BEARINGS: THE BASIS OF BEARING FOR THIS SITE IS THE CENTERLINE OF LOCUST AVENUE TAKEN AS N00010*24"W PER PS 97183. 2: 1 E EXISTING RIGHT OF WAY R/W EXIST C TOLL FREE -`� 1-800-227-2600 A PUBLIQ SERVICE BY UNDERGROUND SERVICE ALERT NOT TO SCALE REV. REVISION DESCRIPTION FONTANA ELEMENTARY SCHOOL #27 I I.- 1,Lq INDICATES AC PAVEMENT INDICATES AREA OF GRIND AND OVERLAY INDICATES AREA OF SAWCUT AND REMOVAL T _1111�_EXISI L NG STREET RIGHT OF WAY • GRAPHIC SCALE 1"=40- LOCUSTAVENUE • 0 40 80 120 -CONSTRUCTION NOTES 24 SAWCUT, REMOVE AND DISPOSE OF EXISTING AC BERM. CONSTRUCT 18"x18” PREFABRICATED CONCRETE DRAIN BOX (BROOKS PRODUCT I CONSTRUCTS 112" AC OVER 12" 95% COMPACTED 1818 OR APPROVED EaUAL) WITH HEEL PROOF TRAFFIC GRATE (1/2" MAXIMUM OPENING PERPENDICULAR TO PATH OF TRAVEL) ATTACHED WITH TAMPER 2 CONSTRUCT 0.20' MINIMUM AC PAVEMENT OVERLAY. 11 SAWCUT, REMOVE AND DISPOSE OF EXISTING CURB AND GUTTER. PROOF FA S TENERS. 12 GRIND EXISTING ASPHALT PAVEMENT 10' FROM SAWCUT LINE 26 CONSTRUCT 12"x12" PREFABRICATED CONCRETE DRAIN BOX (BROOKS PRODUCT 1212 OR APPROVED EOUAL) WITH HEEL PROOF TRAFFIC GRATE (112" MAXIMUM CONSTRUCT B" PCC CURB AND GUTTER PER CITY OF FONTANA STD. (MINIMUM 0.2' DEPTH). OPENING PERPENDICULAR TO PATH OF TRAVEL) ATTACHED WITH TAMPER NO. 1003. PROOF FASTENERS. CONSTRUCT RESIDENTIAL DRIVEWAY PEP CITY OF FONATA STD. 103 13 EXISTING POWER POLES PROTECT IN PLACE27 FURNISH AND INSTALL DUAL 4" (SOP 35) DRAIN PIPE. 14 CONSTRUCT IB" RCP CD -1250 SEE SHT 3 REMOVE AND DISPOSE OF EXISTING TREES. 28 FURNISH AND INSTALL 4" STORM DRAIN CLEANOUT. 19 CONSTRUCT UNDER SIDEWALK DRAIN PER CITY OF FONTANA STD. NO. 124 CONSTRUCT RECTANGULAR UNDER SIDEWALK DRAIN "MODIFIED" WITH DOUBLE (MODIFIED TO A 45' ANGLE). @ REMOVE AND RELOCATE EXISTING MAIL BOX. OUTLETS AND "MODIFIED ANGLE" PER CITY OF FONTANA STD. N0. 124A ,CONSTRUCT CONCRETE HEADWALL PER CAL TRANS STD. D89. SEE PRECISE RELOCATE EXISTING WATER METER. FURNISH AND INSTALL SAND BAGS 3 BAGS HIGH FOR TEMPORARY EROSION GRADING PLAN 0 CONTROL AND DESILTING. SAND BAGS TO BE REMOVED WHEN FINAL CONSTRUCT SIDEWALK TYPE JUNCTION STRUCTURE PER CITY OF FONTANA STD. 31 FURNISH AND INSTALL 4" AC PAVEMENT OVER 95% COMPACTED NATIVE MATERIAL LANDSCAPING WITHIN CHANNEL IS COMPLETED. 21NO. 123 FURNISH AND INSTALL CHAIN LINK FENCE AND GATE CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. 32 22 SAWCUT REMOVE AND DISPOSE OF EXISTING PCC SIDEWALK. 121. NO. 102-C. CONSTRUCT CURB INLET STRUCTURE PER FONTANA STD. CONSTRUCT SIDEWALK PER CITY OF FONTANA STD. NO. 1015. 23 SAWCUT, REMOVE AND DISPOSE OF EXISTING AC DRIVEWAY. (MODIFIED TO HAVE A 10" CURB OPENING)34 CONSTRUCT (5'x5' MODIFIED) SIDEWALK TYPE JUNCTION STRUCTURE PER CITY OF FONTANA STD. 123. DATE ENGR. CITY DATE Consultant's Seal Prepared Under The Supervision Of CITY CSF FONTANA, CALIFORNIA IM EPIC ENGINEERS D p CIVIL ENGINEERING LAND SURVEYING PUBLIC WORK'So DEPARTMENT SHOULD CONSTRUCTION OF THE pEQUIPED IMPROVEMENTS NOT PLANNING CONSTRUCTION MANAGEMENT DRAWN BY: % FOKA NA ELWEKA R Y SHO OL NO. 27 1 cAlll: COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL 101 E. REDLANDS BOULEVARD TELE 909 - 792 - 5969 JR AS SHDWN SUITE 146 FAX 909 - 792 - 8869 ............. SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, UJI LOCWTAVENUE DATE - THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO DESIGNED BY: 53554 REDLANDS, CA 92373 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND w 312812002 xP. - TLC STANDARDS IN EFFECT. C1V%%- CHECKED BY:'14RFJPOyE5D B DRAWING NO.: 2 EDP J4_ :0/" Erick D. Potter Date CITY ENGINEER RCE 51152 DATE.,