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HomeMy WebLinkAbout3639-23 REMODEL EXISTING SEWER MANHOLE CURVE A RADIUS LENGTH OA 715'35' 300' NOTE: RIM ELEVATIONS SH WN ARE APPROXIMATE ONLY n rrvmrr crura ubna cTm rurecrurur tKrau cum 1 1'58'48' 300' 10.37' -- AND SHALL BE VER IFIED -BY THE CONTRACTOR --- --_ _:.:-----; - -_-------_ -. PRIOR TO PAVING M � N O N _ L _ PROFILE OF PROP. FINISHED SURFACE A i _ Q ,,� OVER PIPE `a - - - -- - -- -- -- -- - - _. _ -- _ - - - - - - 1 - UA - 00 lovv �t- kul OTE: RIM ELEVATIONS SHOWN ARE APPROXIMATE ONLY N�� -_ AND SHALL BE VERIFIED_ BY THE CON. ACTOR.- _ - _ _ _ - - - + N - cCq. o PRIOR PRIOR TO PAVING ` +) 01 + N D A - ROFILE OF PROP. 8' D.I.P. SEWER 1360 —1360 91 X 1 4g j / ( NOTE: CONTRACTOR SHALL VERIFY _... PROFILE OF NATURAL. GROUND OVER PIPET� 4 �. N - - _ _ _ EXISTING FLOWLINE ELEVATION kkl PRIOR TO START OF CONSTRUCTION AND NOTIFY DESIGN CIVIL ENGINEER PROFILE OF PROP. 0 AIRPIPE N 1350 d 1350 w M :2C p. U th t NOTE: CONTRACTOR SHAIL VERIFY AS -BUILT POTHOLE EXISTING 36' RCP TO �,'�� 4k ELEVATIONS PRIOR TO START OF 9 ►I� 4;_ �' a h o ®a �' m o - _ _ ' a N k CONSTRUCTION AE ADVISE DESIGN CIVIL ENGINEER. 1� ' a F LE OF. PROP. 81DIPS R CONST* 8306.24 D1.P. SEW)] 199.66 CONSTRUCT 4*40,L. 8 D.I.P. SEMIER �,w NOTE: CONTRACTOR SHILL VERIFY EXISTING FLOWLINE ELEVATION Go PRIOR TO START OF CONSTRUCTION AND NOTIFY DESIGN a ' CIVIL ENGINEER F ANY DISCREPANCY. t +, co o0 CONSTRUCT 302.93 L.F. 10" D.I.P. SHWERa PROFILE SCALE 123+00 124+00 125+00 126+10 26 127+00 ° 10+00 A19+00 8+00 7+00 6+00 5+00 VERT. 1" = 4' HOP.IZ: 1" = 40' CONSTRUCTION NOTES ( CONSTRUCT 4' DIA. SEWER MANHOLE PER CITY OF FONTANA STD. NO. 109, 112, & 114 SEWBI CURVE DATA 3 REMODEL EXISTING SEWER MANHOLE CURVE A RADIUS LENGTH OA 715'35' 300' 48.48' 4 CONSTRUCT 8" D.I.P. SEWER MAIN n rrvmrr crura ubna cTm rurecrurur tKrau cum 1 1'58'48' 300' 10.37' -- AVOCADO COURT A BANYAN COURT SEE SHEET 3 SEE SHEET 3 BEECH AVE. EXIST. 15" vcP 3 SHT. 2 DWG. 2446 3 ��BASELINE AVE ANDREA STREET AV COURT =4+27.60 BEECH AVE SEE SHEET 3 1 EX S.M.H. No.1 (1 CT No. 16250 19 19 a .: CL N 4' I P-55.4 1 18 19 �8 �) W ` ;:�-5so P-5so 4 ( NOTE: ALL LANDSCAPING AND/OR 10 P-56.8 D P-5gA P -61.B v .� II 1 0 1 IRRIGATION DESTROYED DURING LOT A EXIST. TRAFFIC CONTROLLER �o J '" 52 '52' a' LANDSCAPING U.E. _W CONSTRUCTION SHALL BE REPLACED D & S 2 DWG 2875 TO THE SATISFACTION OF THE INSPECTOR _c> �'�" ' �•�, ....... PROTECT IN PLACE 40 EX. 8 DIP SEWER :. .... ^ 30' S EW EASEMENT \ SHf. EX.6 BLOCK WAIL - 4A480 t�1.r70' 14 2Q' SD &SEWER EASEMENT EX R (PROTECT IN PLACE) 30' S.G. SEWER EASEMENT 30 S.D. do SEWER EASEMENT _ ' lyssa' �' �' 14941' PI9.4f' LOT 'A' IOU2' tine' Ns�Sc 6 �s I �ti�` e i It W _ �� — . .......... ... � f IFAFFIC 90 3 _ — — = ZC4 W o 4 MAX. PLANTER W ��� z �� �- IX. BUS BENCH STRUCTURE ' Qz -- - — — - REAL-ANB REPT NJ K! — — Q -- — - — - — ° o---(PROTEGT-IN RACE)- -- � �� - i — AS NECESSARY --- STA SAM. 0 A EXIST. DBL 10' X STA 126+47.68 BASELINE AVE. 1 Z i \ STA 10+20.37 BASELINE AVE n 7+i0.13 Z ' \ f � BASELINE A EXIST. DBL 10' X 8' RCB 6 +23.86 CE BASELINE AVE. SHT. 10 DWG. 3050 =6+58.39 AVOCADO CT. o, =6+58.39 AVOCADO CT. BANYAN GT. 1 _I �� — S.M_H. NO_7 — — — __ i +61.60 CE BEECH AVE. Wc NL 2 S.M.H. N0. 7 -� SHT�10 DWG. 3Q50 03 LAJ < Uj r�_7 L. A - - - - - - - - - - - V) - - - - - - - - - - - - - - - - - - - - - - - - m 123+40.75 BASELIN EX�10" 'METM Ste$ m =+3nTWC RE �t9E- N89'S5'S9"E EXIST. 5MH 12+ BASELINE AVE � ��- EXIST. SMH EXIST. 10" VCP DRAWING N0. 2506 CE EXIST. S r T.-t-8WG.-2506 0 RECORD DRAWING p�OFESS�Nq ���P� L A9°`ZBASELINE AVENUE0 Lu NO. 29616 n T BASELINE AVENUE NORTH � QI I eA _ Exp. 3/31/11 4 MARK L. RAAAB RCE 29616 DATE s119T 01 v I \- `P 1 F OF CAE1Frj 0 1.0 20 40 BO 120 SCALE: 1'=40, 0 10 20 40 80 120 SCALE: 1'=40' PREPAR® BY REV. REVISION DESCRIPTION DATE ENGR. CITY DATE FIRM: �o pROFLSSIpy4( o 0 SFMLD CONSTRUCTION OF THE REOUIRED IMPROVEMENTS NOT CITY OF FONTANA, CALIFORNIA raab engineering, inc. �- �'� R� F ��, �" 4 ti� COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ADDRESS: 310 S. MAPLE ST., STE. © cD NO. 29616 �^ o DRAWN BY: c NA, CA 2880 3 e�oa-o,�,� L. SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, Mui 1. SENER PLAN - TRACT 16597 SCALE: TELEPHONE: 5 272 1 72 FAX: 951) 272-0166 DIAL TWO WORK INC REV. SEWER CONNECTION AT BEECH; MODIFIED PIPE ALIGNMENT ilEEsic IED BY: BASELINE AVENUE DATE: ( ) ( Exp. 3/31/07 4 BEFORE DAYS BEFORE ® ALONG BASELINE AVENUE, (MADE ELEVATIONS TO AMD EXISTING 3/06/00 � THE CITY ENGNEER MAY REQUIRE REVISIONS TO THE PLANS TO ES 0M CH A UE TO AVOCADO CT. s MLR YOU DIG YOU DIG STRUCTURES BRING THEM INTO CONFORMANCE WITH CONDITIONS AND JAN. 9, 20c>s ml 'e w —29616 3 ?• o G `P TOLL FREE _ _ _ ADDED LINE IN BASELINE AVE. BETWEEN AVOCADO AND WAN' CHECKED BY; P oVED • /� DRAWING No.. 2 SIGNATURE RCE DA ��F pF CAL��� A PUBLIC SERVICE BY UNDERGROUND OSER ICE ALERT 0 CT; EUMINATED LINE IN BASELINE W/O AVOCADO; CORRECTED 1/09/06 STREET NAMES, LOWERED AVOCADO CT CURBS AND PADS STANDARDS IN EFFECT' M� ITV ENGINEER R.C.E. 51152 DATE: 3639 4