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HomeMy WebLinkAbout3249-6j CONSTRUCTION NOTES: I INSTAH 2411 RCP, 2250D T I INSTALL 78" RCP, 1650D. L > 3 44 00 r CONSTRUCT TRANSITION STRUCTURE PER DRAWINGS 1 A99.39� M J.'H -STA-13+ 7-4.83-- E I INV Q5 I 11 7 f 1405 14' PROPOSLI) GRObN %41 'w -i OF uj 55 INST�LL BRICK AND if 'IRCO WATER I r __j,_SERV10E_WATER.._1ATEF_ AL_ DETAIL 1 ON SHEET 3 I NI 396.73± V 1408.Q.3± i INV' If L j L 2 t 1 A& .7E1: T i I I I & INSTALL 4811 RCP, 1500D. _T_ + Mm . 1 w w _T� CONSTRUCT JUNCTION -STRUCTURE PER APWA STD. IST. GROUK; —1 CASE 1. SEE DETAIL 2 ON SHEET 3. EX PLAN 332 OF, -3 CONSTRUCT PRESSURE MANHOLE SHAFT WITH 00 S__�O ECCENTRIC REDUCER PER APWA STD. PLAN 328— 1. .018 SEE DETAIL 6 ON SHEET 5 1395 1395 NV. I 1397.7*6 1 L (2.). .... ..... u 0 W __T 47 Ti I z— — POWER POLE SHORING @ INT. PER E X I St- RC P SEE DWG NO. 2764 FOR DETAILS DWG. ',NO 306 t Lc) -4 CK) EL I LzA I RA ,TRPNG-THS WER 0) T N E Wj_E R-110, VEMEN_ P -LA .0 0)� MSL ENGINEE�I��, 1 9P9 NOTE: I -0 FI ­5 2- J( 64 DWG' ---NO- S H' E ETT, 2- Uj -H 1 38b 1385 SHORING REQUIRED TO PROTECT POWER POLES PER- I 0� cn oz NIA EDISON REQUIREMENTS. coo 1 7 2,V LAT 1 m L c oa + + 1384.27 INV SHORING TO BE PREAPRED BY THE CONTRACTORS C,4 cq n + > DB'L. I 0'W X Id'h, I NT-. 0) ou > ENGINEER CONFORMING TO CAL—OSHA AND SOUTHERN z: �n 00 U- CALIFORNIA EDISON REQUIREMENTS. CONTRACTOR TO -L654.6d r, r s dod=654. 0 CFS'� Lo SUBMIT POWER POLE SHORING PLANS TO SOUTHERN co, JFPS 00 e=1554.60 'G FS, CALIFORNIA EDISON FOR REVIEW AND APPROVAL .-CONSTIJ 2 QT -32 1-7--L.F,-. T STRUCTURE 00 ONSTRUCTION. RCP 601) QO Ir 'CTS4-2.9.3 3TA 110+85' 1 Ni- i 8-.-6 2-----FPS- 3EG-1 R'A- NS, I I 5'1,382.13 INV. 78' NSTRIJ_ L.F. 16 PRIOR TO BEGINING C 7' CP;, 16501)� Lu PROFILE SCALE T 58 HORIZONTAL 1 401 of 4 U) (n 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 04 _04 LLJ m EXIST. 72 RCP 55 DISPOSITION NOTES M DRAIN PHASE 2, STAGE 2. 04 C*4 0) 0 LI- 63 C) r 0 ALLARD ENGINEERING, 2002 co C; af FAI PROTECT IN PLACE BASELINE AVENUE DWG. NO. 3061, SHEET 9 OF 9 + C-4 LL-) + — 0 00 0 0 0 0 Z L5 0- Lo (126') m 4 0 z Ul w + m Gi 001-A T.,: ui SEE INSET 90 + m z U) Lo Xm U) + _j + < U) + Ld F- 0 o (20') 1 (61 DETAIL THIS U) I 1 58 1 1 - r'- 0. 0 a - Lu i� M 0 .06 o b 0 PROP. R/w ? ,,SHEET FOR y Ir T- . (D of vj :)< , z Z 0) '\ U-) ku i — FU-) w LN Z I:z CONSTRUCTION EXIST. a u_ /* f L :;2 INFORMATION + EXIST. AC P WATER V) "(--w U) Z* U) :2 f RCP 58 4- c U) + 0 EXIST.,,/R/W— Lu 0 �C) ..... ......... EXIST. 4 G x Of AS EA Lli U) U) FffB]OIPE INLET 1 V) x EXIST. 150 SEWER A 3 A A 200 C:) N06 c:) + 50 04 02'4v 17 E C) Lo 51 0 - Lo EXIS'1.,---_8 i SEWER XIST,,.' TRANS t4 ..... . 76' RCP PROP W C> SE uj .E2 (D --PIPE �STUB =SSTREETT W/ U) W IT z 5 ,PLUG _­ .1 z E�-IST. W _R 17 AT R, 'ell STU .......... w e u RE­ BEG-.-,TF?AN CTU Ii Lo o0z. IN L < Lj TE. A 00 C1 LLI 0 0 LAT 3 ...... u) in w o LL , I u") of, N44!,44'35'E EXIST. 21 VRE DI UT' BL�,_ m SEE SHEET 121 00 C5 STA ITRUS '-��VEN. U.E 0 0 00 rl- 00 01 = f =STA 184+59.88 BASELIN (6 z 0) 00 z: c� + m + M C) ui :2 EXIST 0 00 0 UJ:2 2: u-) of w (n 'W INSET DETAIL N T. R/W U) :tl_ (n PROP. R/ + f + 3 t�� i I : I f� - 11, n (47).(, 4 1 , - 0 _1 , �.­ i"I (� 0') + ul co > FO PROFILE LO oz z cq E A-YENy E 0 > o U) 0 r�- r < 0 =20' 0 V) U) C-4 DDL-5 KJOT APPY -VOID Ld 1(46) w ro < Z Ld V) U) Z4 _q EXIST. 15r EXTRA STRENGTH SEWER PER co NT BASELINE AVENUE SEWER IMPROVEMENT PLANS 63 CD MSL ENGINEERING, 1999 0 cn 40 20 0 40 80 29005'31 90.002 45.70' 23.35 DWG. NO. 2764, SHEEr 2 OF 3 1 x x A 5 COWSTP U CTI—D 29005'31 90.00 45.70 23.35' SCALE IN FEET 0 REV. REMSION DESCRIPTION DATE ENGR. CITY DATE (n 0 1 � - CITY OF FONTANA, CALIFORNIA E NOTE: vlow A5 COKIST, CIAkWGR5 -Jielele Trov)s,J,i0h SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT —Frr7Df7 CITRUS AVENUE STORM DRAIN IMPROVEMENTS istr uc� u Y -e CA el Je 24 " .0- 1 af a r +o 11331 WEST SIXTH STREET, ONTARIO, CA 91762 CONTRACTOR TO VERIFY LOCATION AND FOR BENCHMARK AND COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN 933-5225, (909) 933-5228 FAX -cc - (o DRAWN BY. SCALE: C) Lco> ELEVATION OF SCE DUCT BANK FROM STA 1VVV%A61VVVVVVVV%AA&V~ e016-� curb, � c� � 60,/\ � tn av) e cl� RA ROFILE its =40' is�CD BASIS OF BEARINGS HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY c.-?repared Under The SuperVision Of CD 04 p - 11+17.49 TO STA 151+83.42 AND REALIGN DIAL TWO WORKING conr\e4�or) yo cy\�s+ir)9-72 plpe�. DESIGNED BY: CITRUS U DATE: 'c:-, 6 Exp. 9/30/05 c%`I SEE SHEET I BEFORE ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM V' VC STORMDRAIN IF NECCESSARY PER THE /,f ff - --,SR i o 1/,+Oo 6/03 YOU DIG %,IV YOU DIG cop, \40 1p ID ALF / 6461 — A D BY: DIRECTION OF THE CITY ENGINEER v INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. Y.. DRAWNG NO.: 6 1-800-227-2600 CAL Date VICE ALERT .3249 JL ITY ENGINEEFF C.E. 51152 DATE: 2 41 im c=1