Loading...
HomeMy WebLinkAbout2939-3o 0 04 0 a _W 0 4111 38 mm 104 'property braceo,. 38. mm x Ja4mm bourd prop-pri-y- PLAN iflack-f tv'---to 1,5- m cb-ove FL or. dr, Clam -06150s,rack -'co'ce to unporforated seatlon'of-rlser -Detol I A F_ P oh -6 .0h -o ;in -row apacing,00.90or .d r6.w m -.CW CUt Grout E� III A. s N H-APTE-14- Puiw. STAK -WORK Cj:z N �MVMRE PIPE. P E Oft. --P- PE.T_G-P1LPE-jNLET 4D WMON -STRUCTURE .1, Ld W JU EXIST1fK,,FLOWLINE_, T, > UNE m ID m .D. m t2* 0 bj 6 m :s" -E G. .> :S 14- 2,017* [D 600" —7 z �z * LINE: ID VC- IVICATFONi T .4 -OR: OD >. MAIN F- 1�10 X LL. ...... fit LLJ 0 4 1+87.00 U . . . . . . . . . . 1 41 6.3 FG z I1+69.�50_ 80 PIPE PROPOSED FLOWLINE**' ------- --------- 11 413.66 I NV. 4 1+25.54 _-_ - . ...... bUTTER ---ty 1416.0 FG --------- - + 77 0 -T. ... . ...... s -7 7 - — -------- - EXISTING--FLOWLINE -1 - --------- IL t 22 EXISTI'N(� STCIP,�/IGN --k, ------ FUTURE STORM DRAIN 7T 5 6 + 0 4 1 8 C L I NT. 3 6 LEA= ------------- _177-- —177-- —177 —//-7 r11 1 +00.00 LAT PPE$o A=44�38' 1+17-5 END PIPE 4 3 - --- ­ ------ G --SOUTH HIGHLAND 1413.42 INV. ,AVENUE ti _4_ 4- vi, (O --------- . ...... . ------ . . ............ ....... -4 ---- - ----- --- ......... . ........... EXISTING STOP SIGN ....... -- ------- --- . ...... 7 = EXISTING EDGE OF PAVEMENT OF PAVEMENT 2 > STING FLOWLINE Z7 ZZ/ ZZ/_ ZZ/_ ZZ/ f -- ---- 4C EXISTING FLOWLIN -- ----- . .. ... Uf Y_ .. ........... .... ....... ... ...... .. .. .... FUT JRE .......... . ....... 7 ..... .. . . ..... ------- gin STORM DRAIN CONOOrOUCIION 1401=9 ..... ........ ....... .... .... ..... ---------- ........... 2 INSTALL 36" RCP, 1350-D L 4" RCP 1350-D 3 INSTALL 2 1.--r 7.50 END PIPE CONSTRUCT MANHOLE PER APWA STD. DWG. NO. 320-1, AS SHOWN ON SHEET 4 --------- ... 5 R 1410.62 INV. 6 CONSTRUCT JUNCTION STRUCTURE PER APWA STD. DWG. NO. 331-2, AS SHOWN ON - - ------ -- - - --------- ........ . ... A ... .. ....... . ... ...... ..... ..... T I61 5 6 T 9 5 40 8 CONSTRUCT BRICK AND MORTAR BULKHEAD - - ­ ---- ------- 55+69.02 CL INT. ...... END COSTRUCI ION /EXISTING 9 - - ----- .... .... . . . . . . �TREET' LIGHT 1+00.00 LAT "DIP 1 41 1.50 NINV INSTALL 18" CmP L0CATqD A=78* 1 8 10 CONSTRUCT TEMPORARY CMP RISER PER CALTRANS STD. D93C, TYPE B or a R1 -2-4- PROPOSED FLOWLINE 56+32.98 CL INTLf 1 +00.00 LAT PfFff PROFILE REMOVE EXISTING A.C. PAVEMENT AND REPLACE WITH 6.5 A. C. DETAIL - - - - - - - -- ------ ------- -- ---- A=28*23' --- - ---- " OF 95% COMPACTED NATIVE PER CITY STD. DWG. NO. 131. HORIZ: 1 40 SCALE: 1 "=20' --t - CONSTRUCT 3 A.C. PAVEMENT - - -- ------ ----------- VE R T.- 1 4 REVISIONS Engineer city SS Prepared By: CITY OF FONTANA, CALIFORNIA No. Approval Date: Approval Date: FORECAST HOMES K NO. 8-17 ALLARD ENGINEERING STORM DRAIN PLANS UndergroUnd SerViCe Ajert SHOULD CONST UIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF 10670 CIVIC CENTER DRIVE �3 cc) Civil Engineering - Land Surveying - Land Planning ORE BRASS CAP IN CONCRETE S.C.E. TOWER LEG. Drawn By: Scale: EON AND CARRIED FORTH IN A 8253 Sierra Avenue GA, 343' N/0 HIGHLAND AVE., 0.2 MI. W/O SAN No. 36052 Cd: TOLL FREE DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE 0 m DBW TRACT NO. 16078 , SEVAINE RD., IN SOUTH CONCRETE BASE OF U3 Iq Fontana, California 92335 S TO BRING THE M INTO Exp. QZ3012' A -d By- Date: IF t U). i CONFORMANCE WITH CONDITIONS AND STANDARDS (909) 987-7788 S.C.E. TOWER 19.5; 2.65 MI. W. ALONG (909) 356-1815 Fax (909) 356-1795 Designe DETAIL SHEET 227-2600 IN EFFECT. (909) 987-1169 HIGHLAND AVE. FROM SIERRA AVE. CIVI\, 20 - 2-9 -a] DBW Checked By. Dwg. No. ELEVA11ON: 1428.6090 OF- A\- Haymond J. Allard, R.C.E. 3GO52 Date Approved: -r-&Czm %0_0 -t^ -n 4oq64 3 TWO WORKING DAYS BEFORE YOU DIG (expires 6/30/2004) RD 1z Fbit CITY ENGINEER R.C.E. 6116 I 2M Filename: M:\DWG\l 6001 \STORM DRAIN\SHT3.DW