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HomeMy WebLinkAbout3714-3ME ..... . ... ....... \V SEE PRECISE GRADING PLANirk (PMT 04-01498) FOR ON SITE IMPROVEMENTS DISPLAY VEHIC PLATFORM PER/ SEPERATE m LK+ Ta 0� T, LO 10 ... .... tn C�i, to 'D 0 [I 0 N Ir 4 (D i5 "t 4 DISPLAY DISPLAY R CL E (n 00 > /W PL PERII ' p 'PLAN... LO VI&I 4 ED m(n In P-� VEHICLE 4 PLATFOI ER ;2S P to PLATFORM PER FL DDC L0 SEPERATE vii"s PLAN 001=1 iM 4 747 7 . .... .. .. .. ........ EXIT�Mp c Y LA .... ..... .. - - - - - - - - - - ,,ir�z �ew- - - T- - - - - Dcl.,,,r I r f%[7 eV flIIDP. f%11 D 7=171 EXIST 25 3/8- 7"' - - - - - - - -- ------------ -- - - - - - - - - - 64+00 FUTURE 8*-/ CURB MEDIAN (56+00"' DISPLAY I"- - ­­­­ . ..... DISP + Ir- L" --1 t- w DISPLAY En (0 V) C14 WK C4 VEHICLE VEHICLE (0 cn - VEHICLE U3 D'SPL V EH LE VEH IC IC PLATFORM-- PEW PLATFORM PERcv PLATFORM`" PE] T- P -R ..... .... .. PERATE P L LO 0- J T, =00 LAN SEPERATE PLA SEPERATE PLAN .... SEPERA .0 LA z -------- ------- — — — — — — — — — — — — — — — — —— -- -----•---------- - — — — — — — — — — — — — — — — - - - --- - - - - - 7 EX. CURB 'N F: EXIST 25'.6 38%Z REMOVE 59 L.F. OF EX. CURB & GUTTER V) & GUTTER LO 0- WATER LINE z lr0i I el% T 00 a.00 + 010 ------ --- ---- - --- --- 61+00 FUTRURE 80-4 CURB MEDIAN -cU,)' 0 71 MIN. DESIGN SPEED: 55mph STOPPING DISTANCE: 500' I- r -A. kluMV3 IJO WATER LINE LINE OF CF) co & GUTTER Z 0 1 -"ll ENGINEER) SIGHT 1+0 fc-f z XISTIN PRIMARY HIGHWAY (0 N RCP G f�ICP MIN. DESIGN SPEED: 55mph STORM DF C,4 me CITY STD. NO. 7 1015. 69 REFERENCE DWG. V) 7 �5 STD. NO. 124. b STOPPING DISTANCE. 500' NO. 34-46 PER CITY STD. NO. 0 + 04 in + In . to INSTALL 24" RCP STORM DRAIN. (D=1350) ....... . ..... - ---------- 'R/W 4 t -I 93 . . . ... . . FUTURE 8*-/ CURB MEDIAN (56+00"' DISPLAY I"- - ­­­­ . ..... DISP + Ir- L" --1 t- w DISPLAY En (0 V) C14 WK C4 VEHICLE VEHICLE (0 cn - VEHICLE U3 D'SPL V EH LE VEH IC IC PLATFORM-- PEW PLATFORM PERcv PLATFORM`" PE] T- P -R ..... .... .. PERATE P L LO 0- J T, =00 LAN SEPERATE PLA SEPERATE PLAN .... SEPERA .0 LA z -------- ------- — — — — — — — — — — — — — — — — —— -- -----•---------- - — — — — — — — — — — — — — — — - - - --- - - - - - 7 EX. CURB 'N F: EXIST 25'.6 38%Z REMOVE 59 L.F. OF EX. CURB & GUTTER V) & GUTTER LO 0- WATER LINE z lr0i I el% T 00 a.00 + 010 ------ --- ---- - --- --- 61+00 FUTRURE 80-4 CURB MEDIAN -cU,)' 0 71 MIN. DESIGN SPEED: 55mph STOPPING DISTANCE: 500' 62 . ..... 63+00 N89'52'54"E ----------- EXIS 10" SEWER ON CL ­-­ . ....... . EXIST SEWER MANHOLE EX. CURB & GUTTER_,\ ft ........... . ...... . ----------- - A, 0/w CONSTRUCTION NOTES: jo 0 Coe SOUTH HIGHLAND 0 1 -"ll ENGINEER) C,4 me CITY STD. NO. 7 1015. CONSTRUCT UNDER SIDEWALK DRAIN PER CITY STD. NO. 124. CONSTRUCT COMMERCIAL DRIVEWAY ENTRANCE PER CITY STD. NO. 0 + 04 in + In . to INSTALL 24" RCP STORM DRAIN. (D=1350) ....... . ..... - ---------- 'R/W 4 N V) ,N 77 LLJ LA. ..... . . ... ..... . 62 . ..... 63+00 N89'52'54"E ----------- EXIS 10" SEWER ON CL ­-­ . ....... . EXIST SEWER MANHOLE EX. CURB & GUTTER_,\ ft ........... . ...... . ----------- - A, 0/w REV. REVISION DESCRIPflON DATE ENGR. CITY DATE I 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 CONDITIONS AND STANDARDS IN EFFECT. ............ CONSTRUCTION NOTES: jo �e SOUTH HIGHLAND AVENUE ENGINEER) CONSTRUCT CONCRETE SIDEWALK, 6' WIDE PER CITY STD. NO. 7 1015. CONSTRUCT UNDER SIDEWALK DRAIN PER CITY STD. NO. 124. CONSTRUCT COMMERCIAL DRIVEWAY ENTRANCE REV. REVISION DESCRIPflON DATE ENGR. CITY DATE I 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 CONDITIONS AND STANDARDS IN EFFECT. ............ Dw 1. SEE SHEET 1 FOR TYPICAL STREET SECTIORS 2. SEE REFERENCE STREET SECTION SHEET 1 OF 1 FOR DESIGN STREET SECTIONS 3. SEE REFERENCE DWG NO. 3444 FOR EXISTING STREET IMPROVEMENTS ON SOUTH U�QW- In 0 CONSTRUCTION NOTES: jo CONSTRUCT 6.5" MIN. AC OVER 12" MIN. OF 95% COMPACTED 0 SUBGRADE (NOTE: AB THICKNESS PER SOILS ENGINEER) CONSTRUCT CONCRETE SIDEWALK, 6' WIDE PER CITY STD. NO. L0 1015. CONSTRUCT UNDER SIDEWALK DRAIN PER CITY STD. NO. 124. CONSTRUCT COMMERCIAL DRIVEWAY ENTRANCE PER CITY STD. NO. 1000-5A (W=PER PLAN; R=PER PLAN). + INSTALL 24" RCP STORM DRAIN. (D=1350) * CONSTRUCTION PER SAN GABRIEL VALLEY WATER DEPARTMENT PLAN Dw 1. SEE SHEET 1 FOR TYPICAL STREET SECTIORS 2. SEE REFERENCE STREET SECTION SHEET 1 OF 1 FOR DESIGN STREET SECTIONS 3. SEE REFERENCE DWG NO. 3444 FOR EXISTING STREET IMPROVEMENTS ON SOUTH U�QW- In 0 0 L0 + F— LLJ LAJ F- > V) 0 m LLJ z LJ N I GRAPHIC SCALE 20 0 10 20 40 80 IN FEET 1 inch ® 20 ft Prepared Under The Supervision Of CITY OF FONTANA, CALIFORNIA ?OES STREET IMPROVEMENT PLANS 6� 9 c- tso= DRAWN BY- '11111151111'11211' 660.00 W± WEST OF SCALE: AS No,43179 P R.C.E. 43179 EXP 03-31-06 SRG FRJIM SHOWN Exp- 03-31-06 DESIGNED BY: CYPRESS -AVE TO CYPRESS AVE. PARCEII., NO. 16537 DATE: 10/01/04 cjv�\� 0 0F Dago SRGAFF CHECKED BY: -TPPRQVID BY: /- DRAWING NO.: /4 GGI �ITY "ENGINEERi 3714 R.C.E. 51152 DATE: