Loading...
HomeMy WebLinkAbout1997-8DRIVEWAY DRIVEWAY i LINE 99c" CONST. 42" RCP, D—LOAD AS NOTED. N I:j W z 0 37 CONST. 3Cr RCP, D—LOAD AS NOTED. V) _j 38 CONST. ZiC RCP, D—LOAD AS NOTED. > 0 CONSTRUCTION NOTES RADIUS LENGTH TANGENT A 11 CONST. JUNCTION STRUCTURE TYPE 3 PER DETAIL, SHEET 15. 90.00, 12 CONST. JUNCTION STRUCTURE TYPE 1 PER DETAIL, SHEET 15. 18.640 14 CONST. JUNCTION STRUCTURE TYPE 4 PER DETAIL, SHEET 15. DRIVEVAY 15 16 '%"#'ONST. CONST. CATCH BASIN (L=4: CATCH BASIN (L=5 & LOCAL & LOCAL DEPRESSION DEPRESSION PER DETAIL, SHEET 15. PER DETAIL, SHEET 15. . .............. ...... CONST. 42" RCP, D—LOAD AS NOTED. N I:j W z 0 37 CONST. 3Cr RCP, D—LOAD AS NOTED. V) _j 38 CONST. ZiC RCP, D—LOAD AS NOTED. > 0 DELTA RADIUS LENGTH TANGENT A 45*00'00" 90.00, 70.69' 37.28p B 73*52'03" 90.00, 116.03' 67.66' C 45'00'6-0' 45.00' 35.34' 18.640 UL)Nb . 10 KUt-, U—LUAU AZ) NU LU. : : 4. - M Li MH V) : : ..... : wv': 0 a. 40 i : ��: '* .. PLUG END OF PIPE SOLID WITH BRICK AND MORTAR. 0 o6 )JAM L AV.&&Lr "ek ar54AWAA63 AVZWD L06W A27-RESMIDAt W LO .80 + L V_ + N + __�4aWr Xlpwlf Z_-,00& C414 +: 1A tee 'EK -R" . .................. ............ . ........ ... ............. ............. . . ............................ ............. ................. .................... 4— — --- --- ..... . .............. . ............. ........... . ........... ................... ........... .......... ........ . ........ ....... ........ 1A .......... ........ ...... .............. ... ... . . ....... ­_ ...... .......... E. ts' a '.. ................ .............. r"+,:Sr R/W ... OVA ..... .............. T, ............... . . . . . .............. ..................... ........... .............................................. ...... Air . ..... ......... ........... 5. ........... .......... .... ... ................. ....... --- ------------ .... —EC . ...... ..... ..... �n .... . ..' ...' ...... - N .................. ....................................................... . . ............. ................ ...... ............................................ ................. ........ ........... ...... . . . . ............... . ..... . . . ........... . .................. .. ..... ..... ..... ........ ........ ..... .... ........ .............. ..... ..... ........ ... ...... .... ........ ........ ........ .. . . ...... ..... ........ ..... .. ....... :': ................ . ........ ... ....... ........ ....... ........ ... .. - 41 ........ ... ... ­=... . . . ..... ... ..... ........ ..::::: . ..... . ........ ...... ........ ... . .... ....... ........ ....... ..... . .......... ..... ........ ....... ....... ...... ........ ..... . ....... .. ........ . i-::-!:0+ 74.88 "---.S. D'.:' STA A,�9200 ............... i". -i ...... . ... . ..... ..... . ...................................... .......................... ............................. . .............. ........... — ML- ........... ............... . .................................. ................. ............ . ........ ................ ......... . . . ........... C.=2.0%__ -D.=30`-" ............ ........... ......... ......... ....................... ... ........ . ....... ......... ............ ... .. . . ............... ........................ . . .................. ................ ........ . .................... .......... . ....... .. ...... . ................ ........... 11.2m: ..................... . ........... 'J" ........................ . . ........................................... ............ . ..... .. ..... ................. "I, . .............. ....................... ............... . ........ i _' .... ........................... L f'A '­; .. .................... ------- 4014:�t .................................... . .................... + .... ........ . .... ............. . . . . ................ ........... ... ......................... ........... .......... ... + -A ... .... ........... ........................... ........ . ............. .............. --- ................... ....... ... . . . . . . ....... ....... ............... ...... ..... . . ................ ............... ........... ............ .............. V� ....... ............... ...... .. ... ..... .... .......... . ....... ........................ ................ .... ....... ...... .......... ................. ................... . ... ........ ... ........ ...... ................ ­­_. -,—. 2� . .......................................... .... ......................... . . ............. ....... ' + ., t , **.:* . ......... - . . --I.-.1 ..�r '�' 1. :: . . ................................... . ..... — - - ------------------- - I .. .... . -4 -.'. '.'.7.+...'.".'.'.* ­ .. . ....... wo c -1 . ........................................... -- — ------------------ - ....... .......... ....... ........ ......... . .............. .................. ........ ............................ . . ..................... ........ . . ........... ........... ......... ...... ....... ................ ......... ........ So . .. .......... "A" !.i4i R.I. ...................... ... ........ ............. — - — ------- .............. ....... . ......... .. . . ....... .... ............ . - .. .................. . ............ ............... ... ............. ......... ...... ... ........................ .............. . ......... ... ... . ..... . ....... .. . ;;, ........... .......... ........ ................... ........ . ....... ....................... .... ......... /.' ......... .............. ........... ............... . . ........... .... .. . ...... . ...................... -THIS SHEET .......... .............. .............. 2 T .:V," :: I ........... ... SEE ............ �_' .. ..... % N 5!32' 6r W ........... . ..... Z- ......... .. ............... ............ BQ=0+23.05 S& . . . . ................. ................. _A ............. .......... ............ ... .......... . ..... . ................. ........... . . .... ............ .. . ........... . . . . ............ ................. . ........ . . . ................ . ..... ........... . ......... --------------- . . ........... 7 ...... N 09*97'04!' E k C.� N A k.01 - 4— A.% fk I t-7 2 5 4vmjjj� .......... ......... ................. . . . . .................................. . ........................ ........... . ...... ... ...................... . . ........... . .............................. ......................................................... ................. ....... - - --------------- . ..................... . .. .... ............... .............................................. .......................................................... . ... ... . ......... ... .. ... ........... . ......... ... ... .......... ...... .................... -- ---------------- ......... ... .................. — ................ . . . ........... . . ..... i .. . . ......... .................. . . ........................................... . — /* ... . ................. ..................... .......... X ... .. . ... ............................... ................. ..... ........ 7*,* ... -T-'--—"" \1 ........ . . .. .... ................................ . ....... . ............... ....... ............. . ..... ............ ..... ................................ . ................ ................ I.., .......... ....... . . ................. ........ ........................... ................ ... . .......... .................. .................... . ............... ..................................... I .......... ........ . ...... ........... .... ....... ... . ............. I ................... ... I .............. ............. ........ ...... I . ............ . .................................................................. I ............... ..... F E S S10, RT rn W No.26229 M Exp.3/31/94 :_"o 10 - CA W'72 REVISIONS . ......... V): 39 a (1) C; X0 J" 17) C41 LIJ M N z �j 6� r- C-4 W, cy) �*= > + LLJ ton tt U1 M M (10 C-50 V) W + a zo N -j r- W DRIVEWAY 0M. - u') 0 V- 00 0,4- to ao +1+ 11 11 + LO 0 < C) U') _" " ':' �:­'.:, .................... .................. ­ ....................... 11 .............. ........... .......... ........... I— ..... . ......... 11-1 ............... I ..... .......... . . ........ ... .......... ......... . ... . .......... ....... ...... . .......... .............. W LINE "B399 3170 REDHILL AVENUE COSTA MESA, CA 92626-3428 - (714) 641-8777 CIVIL ENGINEERING LAND PLANNING LAND SURVEYING PREPARED UNDER THE SUPERVISION OF: I � C' -3. DATE A0 CITY DATE 0dt!!!!!W0_ P;?nvAl C. HOGAN /_\ R.C.E. 26229 DATE: rn R - D D W I N The information on this drawing is obtainpd from others and must be, verified in the field by anyonp prior to use or constmirtion. HALL & FOREMAN, INC. is not responsible for underground facility locations or denictions. All above ground facilities can be readily seen and verified by the peeles that ,intend to use same. 40' 0' 40' so, 120' "% - � �� NI!!!!!!" GRAPHIC SCALE: 1"=40' CITY OF FONTANA, CALIFORNIA PUBLIC WORKS DEPARTMENT., DRAWN BY STORM DRAIN PLANS SCALE: — G. I. , RX HORIZ.: 1 =400 DESIGNED BY SLOVER AVENUE VERT.: 1* =4' S.H. CHECKED 13Y LINES PPB3'#, PPB4"9 0013519 & I' CPO DATE: 3/11/91 S.R. JOB NO. DR. NO. SHT. NO 7 4013-014 APPROVED 91M:dt� a 0 F" CITY ENGINEER-' R.C.E. . - "I f -I