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HomeMy WebLinkAbout2505-4.tif0 DETAIL "F° -- MANHOLE 18" Co M. P. 1343. 40 INV AT MANHOLE r--- MANHOLE COVER G 6„ C/L MH, OFFSET 19' FROM L- COVERLt CA BASELINE STA. 119+88.65 PL AN VIEW #4 @ 8" O, t BOTH WAYS N. T. S. MANHOLE COVER AND STRUCTURE PER CITY STD. NO. 100. RIM 1347.6 n 79 Ln „ 49 x 33" ARCH C. M. P. 0. 20 INV 134 - 18" CMP 1343.40 INV 12" THICK 22'x, CONIC. PLUG co SECTION "F -F" N. T. S. 42" x 29" ARCH C. M. P. WITH PLUGGED END, INVERT ELEVATION 1343.40 AT MANHOLE 4 @ 8" 0. C. 0TH WAYS CENTER WALL W/ACC'ESS TO SOUTH COMPARTMENT --------------- _____________ Y `> �I 1.50 1.50 --_ _-- - - - - = -- ---- --- --- - - - - - - -- - - - - - - w Y " �. w io 4I GH WATER L I NE ELEV. 1349. 03 O ---- Y NO TES 'cr .3,7 DIA. SIGNAL; CONDUIT - .� °- - SSE NOTE NO. 3 BELOW) �. ,.- - - - �. ®- ° q CFS 1. STORM DRAIN CLEANOUT SHALL BE CONSTRUCTED OF CLASS A CONCRETE. - ----- - --- ------ ®- - ®®®--- - ---- ------- ------------------ -- -- --------- - -- ------- �-- ------------- .. - ----- ---- a 1 - ----- -- .. ---- --- C_i CnrO ROTTOM OF 'DFTFI14T I ON BASIN2. CLEARANCE FROM I.D. 0F PIPES T0 CLEANOUT WALL SHALL BE 4" MINIMUM. -- - 42„ x 29„ ARCH C, M. P .,s. (SEE , ,N ..T.. - N 277 BELOW N0. C-33736 ExP&EUI&L. li - - = - - - SOF Cp�1�®� - - - - - -- - - -- --- - ----- -- - - - - - -------- 6 @ 8 0. C. ; # :: ; : 2000 SI COC E E T P CONCRETE = DRAWN BY 4 O. ��pqq� f 4• 32 O 33 H ARC. C. Mx 18 CHECKED BY 16 _ '® SCALE _ _ OR 0102 965023 I AGONALLY (TYP) 28 JAN 9 F I ELD VERIFY ALL v 4" - - - - - - - - - -- - - - - - - - -- - - - - - - -- - - - - - - - ----------- - -- --- - - -- - - - MIN T T T UTI LA SONS w fidWill - ry 0 < If _ C�l W �-V) d = NI "'I �t re) (T) - @ 8 0 C u - BOTH WAYS 117+00 118+00 119+00 120+00 121++0 __ ®_ CONSTRUCT PER MADOLE ASSOCIATE LIMIT OF CONSTRUCTION CONSTRUCT PER MADOLE ASSOCIATE PROFILE SCALE REINFORCING SIDES DES BOTTOM REINFORCING NFORC I NC TOP SLAB SECTION " C- 'v PLANS, URC 2507, SHT 3 OF C STA. 117+23.66 TO STA. 119+93.40 PLANS, DRWG 2507, SHT .3 OF O N. T. S. N. T. S. N. T. S. 4, , PER ALLARD ENG. PLANS, DWG. NO. 2451-4 VERTk 1 = 4 6 Lu a HORZ: 1" = 40' F� ��- DETENTION BASIN ©0 EXISTING 2" WATER. PRECISE TRACT 14293 r+ 4 19 LOCATION/EXTENT UNKNOWN Tn" a Q 6 0 0 TOP OF BASIN BERM °m tll + <c � TOE OF BASIN BERM _j cv + i- J J � � U W T zqM z < `� SEE SHEET F 0m ' l) M¢ 0w my °��; 0 nri � i I ( I I J L P - - - - APN228-101-10 + CL Z of � 1 1 '�' I STA. 120+86. 73 A N 1O1 1 J A N 1O1 11 J �� ��� +m I I a a- +� w I U-) 1, I I 16 I I ce ,: co iZ LO �. � w r, € m v V• Lp c' 0 I ¢ � < Lf)Ld � � '- 0 I I ti � 1 N 00'04'01" W 1 - w i- L� w0 ul o, U)a (n d - z I I Ifo • 89. 0 4 - --PROPOSEQ R/W- © - - - - - - - - - - - r EXISTING R - -�`6 m p1 ,DC7 p� p1p1j'ji p1 p1 p1 p1 p� �-- STA. 119+96-69 p`I, ��2,. rl, d ��ti �� . �� . _ -r - -- -- sr�, r` 3 4xp '�.� OFFSET 19' CA L III L6 ori BASELINE STA. 119+88.65 EXIST. R/W - - - - - - - - - - --- N 84' 27, 54,7 E - .o - - p • N 8 94 i 6' 41 " E 18 4 41. 24 _ 4 L 65 41. 80 41. 42.1 42, 3 = 42. 5S = = _ _- 1.09 } 94) 3) 2 -- �- 7 - - - w_ - . - �2. r-- --+-.-.-. -.-.--.-.-+- - - - -`�:r L- 113©�. 114 -A-V -• -•_-s - +-•- - ,3-.-.-.- 111 1 12 -- -~ - ` " 115 116 _ 117 N 89" 55 59 E 118 P. } �------=---��.---®-®®®s.®®-.®----�------------®®®_(g" U.G. SIGNAL CABLE -(17" WATER)-- ®(17" WATER) .r -- U. G. PHONE CABLE I EXISTING CURB & GUTTER H PROTECT IN PLACE....-. ' EXISTING R/W 1 ® � LEGEND: NOTES., ® EXISTING SIGNAL LIGHT & POLE 1, ADD 1300 FEET TO ALL PLAN VIEW ELEVATIONS. 0 EXISTING SIGNAL CABLE PULLBOX 2. 48 HOURS PRIOR TO CONSTRUCTION, CONTACT PACIFIC BELL, ��nFESS+ EXISTING STREET LIGHT MR. GARY GATES, CONTRACT ADMINISTRATOR AT ( 909) 359-2441. it EXISTING FENCE MR. GATES W I LL ADJUST CONDU I T TO F I T ON TOP OF C. M. P. PER PACIFIC BELL DIRECTION, 3. TRAFFIC SIGNAL CONDUIT TO BE RELOCATED ABOVE CMP WITH 3" MINIMUM SEPARATION. BENCH MARK: CITY OF FONTANA BENCHMARK NO. 378, CIRCUIT NO. 67-5, 30D NAIL IN POWER POLE (NO NUMBER), SOUTHWEST CORNER OF BEECH & FOOTHILL BLVD., DATE SEPTEMBER 1967. ELEVATION 1267.84 EE '1'TLlll VIIi0d IF biw""a U L nj --k E- u -ANTS CI VIL ENCINEERINC CONSTTf '"A ENGINEERING - PLANNING - SURVEYING - CIVILCADI) SOFTWARE SUPPORT • • I S. J • I 1 1 • f • j j 92408 885-3800 ! ®RWOOD . KING CD 9 d�Gtvmj 1� w� N0. C-33736 ExP&EUI&L. CIVIL@ SOF Cp�1�®� TB TOP OF BERM REVISIONS Engineer Ci ty DESIGNEDLLYBY Approval Data; Approval Data: DRAWN BY All w i t p NJK CHECKED BY BRH SCALE JOB No. 965023 DATE 28 JAN 9 sslo LONNY L��4 ti Yo mu � LO NY No. C-0 32 _ YOUNG � No. C-043216 L NN 4 DATE Exp. 3/31/00 CIVIL OF CAL 1F CONSTRUCTION INSTALL 18" DIAMETER C. M. P. DRAIN PIPE, 16 GAUGE W/PAVED INVERT 0 CONSTRUCT CLEANOUT MANHOLE PER DETAIL "F", SHEET 4 REMOVE AND REPLACE APPROX. 180 L. F. OF A. C. PAVEMENT 4 CONSTRUCT RIP RAP HEADWALL PER DETAIL "B", SHEET 1 0 CONSTRUCT DITCH PER MADOLE ENGINEERING DRAINAGE PLANS 0 CONSTRUCT RIP RAP SPLASH PAD PER DETAIL "B", SHEET 1 16 CONSTRUCT INLET/HEADWALL STRUCTURE PER DETAIL "D", SHEET 2 18 CONSTRUCT 16 GA. 49" x 33" ARCH C. M. P. W/PAVED INVERT 19 CONSTRUCT CONCRETE COLLAR PER DETAIL "C", SHEET 2 2 EACH FUTURE 42"x 29" ARCH CMP PER MADOLE ENGINEERING DRAINAGE PLAN DRAWING NO. 2507, SHEET 3 OF 6. ABBREVIATIONS.- (E. BBREVIATIONS: (E. P. EXISTING EDGE OF PAVEMENT CA CENTERLINE R/W RIGHT-OF-WAY INV INVERT FL FLOW LINE (41.10) EXISTING SURFACE ELEVATION TB TOP OF BERM PL PROPERTY LINE CMP CORRUGATED METAL PIPE ('..'$"'ITY OF FONTANA, CALIFORNIA STORM DRAIN PLAN -TRACT 14293 SC",E� = 40# BASELINE AVENUE DATE: ' /DRw. NO, MAY 1997 APPROVED: 7-�i• 97 F�,, CITY ENGINEER RCE 25126 DATE 2505 SHEET 4 OF 4