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HomeMy WebLinkAbout5716-2COURSE DATA ❑ BEARING DISTANCE 1 N45 °09'39 "W 50.63' 2 N06'23'32"W 59.30' 3 N04 °11 '29 "E 198.96' 4 N00009'39"W 299.45' 5 N45 °09'39 "W 14.10' 6 N89"50'21 "E 9.12' 7 N 77 °05'30 "E 41.30' 8 N45 °09'39 "W 38.17' 9 N45 °09'39 "E 11.82' 10 N89027'24"E 19.09' 11 N6303927"W 30.26' 12 N 76 04 7'56 "E 37.98' 13 N00009'29'E 77.24' .: r a C DlGAwL1_lltllwjRT JL DIAL )Tt WORKING BEFORE S BEFORE YOU DIG YOU DIG TOLL FREE: 811 WWW.DIGALERT.ORG A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT EXIST. 66" RCP PER CITY OF FONTANADWG. No. 1803 NOTE: HORIZONTAL AND VERTICAL LOCATIONS TO BE VERIFIED IN THE FIELD AND ENGINEER NOTIFIED OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. GAS LINE AT CB#1 MAY NEED TO BE RELOCATED IF FOUND IN CONFLICT. BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM, ZONE 5, NAD 83 (EPOCH 2011.00) AS DETERMINED LOCALLY BY A LINE BETWEEN CONTINUOUS GLOBAL POSITIONING STATIONS (CGPS) AND/OR CONTINUOUS OPERATING REFERENCE STATIONS (CORS) EWPP AND RTHS BEING S 840 19'29.60" E AS DERIVED FROM GEODETIC VALUES PUBLISHED BY THE CALIFORNIA SPATIAL REFERENCE CENTER (CSRC) AND/OR NATIONAL GEODETIC SURVEY (NGS), RESPECTIVELY. ALL DISTANCES ARE U.S. FEET (GRID). GROUND DISTANCES CAN BE OBTAINED BY MULTIPLYING A COMBINATION FACTOR OF 0.99995585. BENCHMARK: THE BENCHMARK FOR THIS PROJECT IS BASED ON THE NATIONAL GEODETIC SURVEY (NGS) VERTICAL CONTROL NETWORK. BENCHMARK NUMBER PID EV9267 DESIGNATION OF -628, ELEVATION 1006.35' (NAVD88). ALL THE UTILITIES STORM DRAIN NEED TO BE PROTECTED IN PLACE UNLESS INDICATED OTHERWISE. NO. REVISION DESCRIPTION VERTICAL: 1"=4' HORIZONTAL: 1"=40' DATE I ENGR. I CITY I DATE Z$t;ALC SCALE. 1,,; 40, 80 120 (IN FEET) l"=40' SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. QROFESS/oN�� W NO. 67512 m EXPIRATION 6-30-2019 *� CIVIL TF OF CpUEo� CURVE DATA STORM DRAIN CONSTRUCTION NOTES Lu � z ca � D9 INSTALL 24" RCP (D -LOAD AND PROFILE AS SHOWN ON PLANS) �mll C) INSTALL 30" RCP (D -LOAD AND PROFILE AS SHOWN ON PLANS) o 00cn Lu INSTALL 48" RCP (D -LOAD AND PROFILE AS SHOWN ON PLANS) _z i� is D50 11D2� .: r a C DlGAwL1_lltllwjRT JL DIAL )Tt WORKING BEFORE S BEFORE YOU DIG YOU DIG TOLL FREE: 811 WWW.DIGALERT.ORG A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT EXIST. 66" RCP PER CITY OF FONTANADWG. No. 1803 NOTE: HORIZONTAL AND VERTICAL LOCATIONS TO BE VERIFIED IN THE FIELD AND ENGINEER NOTIFIED OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. GAS LINE AT CB#1 MAY NEED TO BE RELOCATED IF FOUND IN CONFLICT. BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM, ZONE 5, NAD 83 (EPOCH 2011.00) AS DETERMINED LOCALLY BY A LINE BETWEEN CONTINUOUS GLOBAL POSITIONING STATIONS (CGPS) AND/OR CONTINUOUS OPERATING REFERENCE STATIONS (CORS) EWPP AND RTHS BEING S 840 19'29.60" E AS DERIVED FROM GEODETIC VALUES PUBLISHED BY THE CALIFORNIA SPATIAL REFERENCE CENTER (CSRC) AND/OR NATIONAL GEODETIC SURVEY (NGS), RESPECTIVELY. ALL DISTANCES ARE U.S. FEET (GRID). GROUND DISTANCES CAN BE OBTAINED BY MULTIPLYING A COMBINATION FACTOR OF 0.99995585. BENCHMARK: THE BENCHMARK FOR THIS PROJECT IS BASED ON THE NATIONAL GEODETIC SURVEY (NGS) VERTICAL CONTROL NETWORK. BENCHMARK NUMBER PID EV9267 DESIGNATION OF -628, ELEVATION 1006.35' (NAVD88). ALL THE UTILITIES STORM DRAIN NEED TO BE PROTECTED IN PLACE UNLESS INDICATED OTHERWISE. NO. REVISION DESCRIPTION VERTICAL: 1"=4' HORIZONTAL: 1"=40' DATE I ENGR. I CITY I DATE Z$t;ALC SCALE. 1,,; 40, 80 120 (IN FEET) l"=40' SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. QROFESS/oN�� W NO. 67512 m EXPIRATION 6-30-2019 *� CIVIL TF OF CpUEo� LU o uiCn 0- ,Now -( LARS Huitt-Zollars, Inc. Ontario 3990 CONCOURS, #330 * ONTARIO, CALIFORNIA 91761 * (909) 941-7799 PREPARED UNDER THE SUPERVISION OF: JOHNNY M U RAD 67512 R.C.E. 6-30-19 (o -Z,&-18 EXPIRES DATE CURVE DATA STORM DRAIN CONSTRUCTION NOTES D9 INSTALL 24" RCP (D -LOAD AND PROFILE AS SHOWN ON PLANS) D10 INSTALL 30" RCP (D -LOAD AND PROFILE AS SHOWN ON PLANS) D14 INSTALL 48" RCP (D -LOAD AND PROFILE AS SHOWN ON PLANS) © i� is D50 11D2� . ., • CONSTRUCT 6'X2' RCB PER SPPWC STD. 390-1 (MODIFIED TO CAST -IN-PLACE) II II D9 . AND USE A 6'X3'X7" STRUCTURAL CALCS AND SPECS. Q D48 INSTALL 36" CMP INLET PER DETAIL ON SHEET 4 © yn� •i ii ' • CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF FONTANA STD. 3004 oo�`��� d. o ,�— �, > • w o (WIDTH c�c V DEPTH PER PLAN) 00 . z c11 0 �I- o- - o o N ui o D51 CONSTRUCT MODIFIED CURB OPENING CATCH BASIN CASE I PER SPPWC STD. + ± w' ± v �- 3 W o W PLAN 314-3, Y=3.5', SEE DETAIL ON SHEET 4 D58 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3012 10 _ _o D61 CONSTRUCT JUNCTION PIPE TO PIPE PER CITY OF FONTANA STD. PLAN 3010 D64 CONSTRUCT MANHOLE PIPE TO PIPE PER CITY OF FONTANA STD. PLAN 3011 CONSTRUCT TRANSITION STRUCTURE RCB TO PIPE PER SPPWC STD. PLAN 342-2 r . 9SEE 1+02.23 BEG. PIPE DETAIL ON SHEET 4 - D70 CONSTRUCT PIPE BRICK AND MORTAR PLUG PER DETAIL ON SHEET 4 D83 REMOVE PORTION OF EXISTING RCP (LIMITS AS INDICATED ON PLAN) 99 1+02.05 BEG., PIPE 1 0 D126 ADJUST MANHOLE RIM TO GRADE AFTER FINAL SURFACE HAS BEEN INSTALLED © D131 SAWCUT AND REMOVE EXISTING AC/AB, LIMITS AND TRENCH PER CITY OF FONTANA STD. PLAN 1008 AND AS INDICATED ON PLAN D138 CONSTRUCT CONCRETE BLANKET PROTECTION PER SPPWC STD. -- — — PLAN 225-2 ON SHEET 4 LU o uiCn 0- ,Now -( LARS Huitt-Zollars, Inc. Ontario 3990 CONCOURS, #330 * ONTARIO, CALIFORNIA 91761 * (909) 941-7799 PREPARED UNDER THE SUPERVISION OF: JOHNNY M U RAD 67512 R.C.E. 6-30-19 (o -Z,&-18 EXPIRES DATE BERING AND DISTANCE ALONG THE CENTER LINE ELPC17-00045 /TPM#17-001 /DRP#17-004 CITY OF FONTANA, CALIFORNIA '��DRAIN IMPRaVEMENT ® • • DATE:ENGINEER R.C.E. 51152 P)LLaHS SCALE: AS SHOWN DATE: 06/2018 DWG. NO.: — 5716 5 CURVE DATA © i� is :� ii . ., • II II I . • , © •I •j •i ii ' • •i BERING AND DISTANCE ALONG THE CENTER LINE ELPC17-00045 /TPM#17-001 /DRP#17-004 CITY OF FONTANA, CALIFORNIA '��DRAIN IMPRaVEMENT ® • • DATE:ENGINEER R.C.E. 51152 P)LLaHS SCALE: AS SHOWN DATE: 06/2018 DWG. NO.: — 5716 5