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Home My WebLink About1631-1SHEET INDEX MAP -- W. rPRpdECT GGLAT/ON 5H EET - M16CELLAMEOUS DETAILS VILLAGE -OF HERITAGE STORM DRAIN PLANS FOR ;_REDW_OOD AV_�'NUE_ & HILTON DRI!/EJ ,(INDUSiRIAL._AF�,� IN-' THE, CITY _OF FONTANA COUNTY. OF .SAN B�ERNARDIN.0 , R T° I N NOTES CONST �C O � 4 Uj ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS, ITEM DES.CRIPfION Q T Y H!GHLANO AVE. 108,02F �- Cdti57- X5 W7TEO a ii l //Pv G G'M97- 42"SCP, Imo- LDAIJ A5 N07, -C -O Z i 15 3 CITY y° AND%OR THE FINISHED GRADE IN THE VICINITY OF THE PROPOSED OF w w ! I FONTAr" 10 - Cdrl/57.7 �YI/1NM1� Nle, 9, P�iP 1JE%q/L S��E'T".S i/ South Pacific Rai! wad w 1I - CM977. 11WN11 E- NO, 2, PEiP 0E71-911. 5f1�e5T .5- 2 EA IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT Af1W.IJt1E 6X/S7 AMVE'M,6NT 0 kEPIQCE /N 41/ND (RE,01&00,0 AXENUE) ?00 SF THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL 8E THE CONTRACTOR'S SAS E LINE fff / C01!/5T. CATCH 5491N (L. = 2l LOCAL DEp,��S,�ION, �'FR I�ET�/L 5f/��7".5' # /7 eLM97 CATCH 5A51N (L pLk -R //f/. } MILLER AVE. t� ` 1,V.5 TA L L 7-EA11f'0RA R Y BW/6-,4r Wf""f EA -- iPEtiOX5 6X157/NG PLUI JD/N ,EXIST/NG iQCP I �GfiG� 2 / bV5T.9LL .111AICT/ON STiPUCTU.Pt`"NO • / � �E.P oE'r,q/� oN syzET ,5% PRIOR TO ANY CONSTRUCTION TO VERIFY BOTH HORIZONTAL AND VERTICAL F THILL BLVD CONFLICT OR DISCREPANCY SMALL BE BROUGHT TO THE ENGINEER'S COUNTY OF SAN BERNARDINO ATTENTION PRIOR TO CONSTRUCTION. OTHERWISE THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY COSTS OF RELOCATION OR ADDITIONAL COSTS OF CONSTRUCTION. ARROW H IGHWAY SHEET INDEX MAP -- W. rPRpdECT GGLAT/ON 5H EET - M16CELLAMEOUS DETAILS VILLAGE -OF HERITAGE STORM DRAIN PLANS FOR ;_REDW_OOD AV_�'NUE_ & HILTON DRI!/EJ ,(INDUSiRIAL._AF�,� IN-' THE, CITY _OF FONTANA COUNTY. OF .SAN B�ERNARDIN.0 , /PE111.6, O QU//T/i'�ES PE�P.PEY/.5/ONON.�HT..3 __._2 A0,0eA R4649RP MO /NFO�PWrION NO. I REVISIONS GENERAL NOTES 1. TIIE CONSTRUCTION OF All PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE P, ANS ANI) TO 111E REQUIREMENTS OF THE CITY STANDARD SPEC I F ICAT IONS t PUBLIC WORKS DEPARTMEIIT o CITY OF FONTANA, 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC WORKS DEPARTMENT n kik 10 START OF ANY WORK WITHIN THE CITY LIMITS. 3. STATIONING REFERS TO THE CENTERLINES OF STORM DRAINS EXCEPT WHERE OTHERWISE NOTED. 46 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE; COLOR AND FINISH TO All ADJOINING CURBS AND SIDEWALKS. 5. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL AS BEEN PLACED, INSPECTED AND APPROVED. 6. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS, 7.' EXISTING UNDERGROUND UTILITIES AREAS PER AVAILABLE RECORDS. -TIIE CONTRACTOR SIIALL BF RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD. 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SIIALI. BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE"(5) FEET 1N DEPTH SHALL ALSO BE GUARDED WHEN EXA14INATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 9. TIIE CONTRACTOR(S) SHALL ALSO OBTAIN A PEkMIT TO PERFORM EXI�VATION OR TRENCH !CORK AS DESCRIBED III NOTE 8 ABOVE FROM CAL/OSTIA. t 10. ALL MANHOLES SHALL 6E CONSTRUCTED 6" BELOW PAVEMENT•GRADE AND BROUGHT TO FINISII GRADE BY THE PAVING CONTRACTOR AFTER PAVEMENT 15 IN PLACE. 11. IMMEDIATELY FOLLOWING REMOVAL.OF EXISTING PAVEMENT OR DIKE OR CURB ASID/OR GUfTER'. TIIE CONIRACT(91 SHALL DILIGENTLY PURSUE THAT PORTION OF WORK TO COMPLETION. 12. Al L' C. M. P. INSTALLAT IONS AND CONNECT IONS SHALL BE MADE- PER MANUFACTURER' S . SUGGESTED METHOD UNLESS OTHERWISE SPECIFIED ON THE PLANS. 13. IF DURING CONSTRUCTIONt GROUND WATER IS ENCOUNTEREDe A SYSTEM APPROVED BY THE CITY ENGINEER SHALL BE INSTALLED 10 OEWATER SAID A4EA AT TILL DIRECTION OF THE SOILS ENGINEER. 14, NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY'S INSPECTOR. 15. All EXPOSED METAL -SURFACES SHALL BE GALVANIZED 1N ACCORDANCE WITH THE CITY STANDARD SPECIFICATIONS. 16. AS BUILT PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR) 17. SEA1.F!1 SlIA1 L ,6f /N.ST,4LL-&) Pa/OQ r0 ;� SI -OR" Dao/N /B • RCP JO/NTS S9QL1. BE 410,R7d.R69 .4CC0QD11V6 TO e4Z7R_ AA1S SPE6:'7F1C,4T10NS � UNI -ES S N07,5D 01WE-QNISF DN PZ41VS 1.9. CONSTl1 UGTYOA/ covEaw hY TH/S PLAN c4 NlyO r BEG/N UHT/,- A/ Z-_ 9D,91N3 rRf-A M S10' ,R W D4411V QLDNG AO' OrH/4L 31!/0 . /.S d PP9OI/5,0. R T° I N NOTES CONST �C O � 1. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS, ITEM DES.CRIPfION Q T Y / CaN5'T /8 .PC' -o D - L 014, '4 N E�.�' �9 L 108,02F �- Cdti57- X5 W7TEO �376 7 CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE NATURE OF G'M97- 42"SCP, Imo- LDAIJ A5 N07, -C -O 4g� 4 2 zi=' 0- AND%OR THE FINISHED GRADE IN THE VICINITY OF THE PROPOSED 10 - Cdrl/57.7 �YI/1NM1� Nle, 9, P�iP 1JE%q/L S��E'T".S 4 -4 1I - CM977. 11WN11 E- NO, 2, PEiP 0E71-911. 5f1�e5T .5- 2 EA IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT Af1W.IJt1E 6X/S7 AMVE'M,6NT 0 kEPIQCE /N 41/ND (RE,01&00,0 AXENUE) ?00 SF THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL 8E THE CONTRACTOR'S C01!/5T. CATCH 5491N (L. = 2l LOCAL DEp,��S,�ION, �'FR I�ET�/L 5f/��7".5' 1 zx_w__ /7 eLM97 CATCH 5A51N (L pLk -R BEFORE STARTING 79 1,V.5 TA L L 7-EA11f'0RA R Y BW/6-,4r Wf""f EA -- iPEtiOX5 6X157/NG PLUI JD/N ,EXIST/NG iQCP I �GfiG� 2 / bV5T.9LL .111AICT/ON STiPUCTU.Pt`"NO • / � �E.P oE'r,q/� oN syzET ,5% PRIOR TO ANY CONSTRUCTION TO VERIFY BOTH HORIZONTAL AND VERTICAL LOCAT'.ONS. ANY /PE111.6, O QU//T/i'�ES PE�P.PEY/.5/ONON.�HT..3 __._2 A0,0eA R4649RP MO /NFO�PWrION NO. I REVISIONS GENERAL NOTES 1. TIIE CONSTRUCTION OF All PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE P, ANS ANI) TO 111E REQUIREMENTS OF THE CITY STANDARD SPEC I F ICAT IONS t PUBLIC WORKS DEPARTMEIIT o CITY OF FONTANA, 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC WORKS DEPARTMENT n kik 10 START OF ANY WORK WITHIN THE CITY LIMITS. 3. STATIONING REFERS TO THE CENTERLINES OF STORM DRAINS EXCEPT WHERE OTHERWISE NOTED. 46 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE; COLOR AND FINISH TO All ADJOINING CURBS AND SIDEWALKS. 5. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL AS BEEN PLACED, INSPECTED AND APPROVED. 6. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS, 7.' EXISTING UNDERGROUND UTILITIES AREAS PER AVAILABLE RECORDS. -TIIE CONTRACTOR SIIALL BF RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD. 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SIIALI. BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE"(5) FEET 1N DEPTH SHALL ALSO BE GUARDED WHEN EXA14INATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 9. TIIE CONTRACTOR(S) SHALL ALSO OBTAIN A PEkMIT TO PERFORM EXI�VATION OR TRENCH !CORK AS DESCRIBED III NOTE 8 ABOVE FROM CAL/OSTIA. t 10. ALL MANHOLES SHALL 6E CONSTRUCTED 6" BELOW PAVEMENT•GRADE AND BROUGHT TO FINISII GRADE BY THE PAVING CONTRACTOR AFTER PAVEMENT 15 IN PLACE. 11. IMMEDIATELY FOLLOWING REMOVAL.OF EXISTING PAVEMENT OR DIKE OR CURB ASID/OR GUfTER'. TIIE CONIRACT(91 SHALL DILIGENTLY PURSUE THAT PORTION OF WORK TO COMPLETION. 12. Al L' C. M. P. INSTALLAT IONS AND CONNECT IONS SHALL BE MADE- PER MANUFACTURER' S . SUGGESTED METHOD UNLESS OTHERWISE SPECIFIED ON THE PLANS. 13. IF DURING CONSTRUCTIONt GROUND WATER IS ENCOUNTEREDe A SYSTEM APPROVED BY THE CITY ENGINEER SHALL BE INSTALLED 10 OEWATER SAID A4EA AT TILL DIRECTION OF THE SOILS ENGINEER. 14, NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY'S INSPECTOR. 15. All EXPOSED METAL -SURFACES SHALL BE GALVANIZED 1N ACCORDANCE WITH THE CITY STANDARD SPECIFICATIONS. 16. AS BUILT PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR) 17. SEA1.F!1 SlIA1 L ,6f /N.ST,4LL-&) Pa/OQ r0 ;� SI -OR" Dao/N /B • RCP JO/NTS S9QL1. BE 410,R7d.R69 .4CC0QD11V6 TO e4Z7R_ AA1S SPE6:'7F1C,4T10NS � UNI -ES S N07,5D 01WE-QNISF DN PZ41VS 1.9. CONSTl1 UGTYOA/ covEaw hY TH/S PLAN c4 NlyO r BEG/N UHT/,- A/ Z-_ 9D,91N3 rRf-A M S10' ,R W D4411V QLDNG AO' OrH/4L 31!/0 . /.S d PP9OI/5,0. BENCH MARK FWE I ()SCGS "& STATION "PACEI_' 1963.901;ELY. OF RAILROAD TRACKS AND 28'2SLY. OF CI_ BASELINE. 1. 1 MI. ELY. OF EAST AVENUE. SAME AS CITY B.M. # 364 ELEVATION 1301.54' RECORD D R°AW I tIG QRpFESSIpNq C H O 6 itI a'hert th1is dtAWl#9 Is bbtai' of its and Ott b vei"fied !in the .field by nyont� r d use or 0 1m, vu ion. WtlL & FOREMAN, INC. is no blhsible for 26229 and f Cility locafidO 6r 0610t "t15. II 8 bve ground Exp.., 21, o "Itis em be. r0dko.cmon end- verified b'V tht parties that ,fff"P`I" ovv r ?ami. rl.. Jl C�v1%. gjEpF A�,Fo� CITY OF FONTANA, CALIFORNIA C PUBLIC WORKS DEPARTMENT e7-,90 1; DR WN Y SCALE: • ALS STORM DRAIN PLANS HORIz. = I"= 40' 3170 RIFNILL. AYE, COSTA MESA, CALIFORNIA 92626-4675 (714) 641-8777 DESIGNED B AS VERT.: I"= 4' CIVIL ENGINEERING LAND PLANNING LAND SURVEYING CHECKED BY TDATE= PREPARED UNDER THE. SUPERVISION OF: RHD RFF15 OO D AVeN- LIE AND H I VIOM VRIVS_•$ g �- J08 N0. ��; Gv..�,.��# Z.P' DR. N0. SHT. N0. ENGR S. CITY 9 -co _ ee 38 0-00 APPROVED ► PROVAL DATE APPROVAL DATE JOHN C..HOGAN R.C.E. 26229 DATE ��-• CIVIL ENGINEER R.C.. 2s'/,2 Y631 OF -5 PRIVATE ENGINEERS NOTICE TO CONTRACTOR 1. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS, AND THOSE SHOWN ON THE RECORDS EXAMINED ARE SHOWN WITH THEIR APPROXIMATE LOCATION AND EXTENT. 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE NATURE OF EXISTING GROUND AND%OR THE FINISHED GRADE IN THE VICINITY OF THE PROPOSED CONSTRUCTION AREA IMMEDIATELY PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT . THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL 8E THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 4. THE CONTRACTOR SHALL UNCOVER ALL UTILITIES THAT H1 MAY BE JOINING, CROSSING OR PARALLELING PRIOR TO ANY CONSTRUCTION TO VERIFY BOTH HORIZONTAL AND VERTICAL LOCAT'.ONS. ANY CONFLICT OR DISCREPANCY SMALL BE BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO CONSTRUCTION. OTHERWISE THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY COSTS OF RELOCATION OR ADDITIONAL COSTS OF CONSTRUCTION. BENCH MARK FWE I ()SCGS "& STATION "PACEI_' 1963.901;ELY. OF RAILROAD TRACKS AND 28'2SLY. OF CI_ BASELINE. 1. 1 MI. ELY. OF EAST AVENUE. SAME AS CITY B.M. # 364 ELEVATION 1301.54' RECORD D R°AW I tIG QRpFESSIpNq C H O 6 itI a'hert th1is dtAWl#9 Is bbtai' of its and Ott b vei"fied !in the .field by nyont� r d use or 0 1m, vu ion. WtlL & FOREMAN, INC. is no blhsible for 26229 and f Cility locafidO 6r 0610t "t15. II 8 bve ground Exp.., 21, o "Itis em be. r0dko.cmon end- verified b'V tht parties that ,fff"P`I" ovv r ?ami. rl.. Jl C�v1%. gjEpF A�,Fo� CITY OF FONTANA, CALIFORNIA C PUBLIC WORKS DEPARTMENT e7-,90 1; DR WN Y SCALE: • ALS STORM DRAIN PLANS HORIz. = I"= 40' 3170 RIFNILL. AYE, COSTA MESA, CALIFORNIA 92626-4675 (714) 641-8777 DESIGNED B AS VERT.: I"= 4' CIVIL ENGINEERING LAND PLANNING LAND SURVEYING CHECKED BY TDATE= PREPARED UNDER THE. SUPERVISION OF: RHD RFF15 OO D AVeN- LIE AND H I VIOM VRIVS_•$ g �- J08 N0. ��; Gv..�,.��# Z.P' DR. N0. SHT. N0. ENGR S. CITY 9 -co _ ee 38 0-00 APPROVED ► PROVAL DATE APPROVAL DATE JOHN C..HOGAN R.C.E. 26229 DATE ��-• CIVIL ENGINEER R.C.. 2s'/,2 Y631 OF -5