Loading...
HomeMy WebLinkAbout1774-1PROJECT VICINITY MAP N.T.S. CONSTRUCTION WARTITY 1 CONSTRUCT 96" R.C.P. 486 L.F. LIs 2 CONSTRUCT 90" R.C.P. 1395 L.F. 3 CONSTRUCT 54" R.C.P. 543 L.F. ks n (3 A - - - , 0 Q L. E -_ z & _) i 4 CONSTRUCT 18" R.C.P. 311 L.F. .. A-3 38 camsr�cvcT 24'- ,2.c.p. 127 e_ F. 3C CONSTRUCT 66" RCP 51 L.F. <o EA. 8 CONSTRUCT CATCH BASIN NO. 1 L=4' PER DETAIL ON SHEET 9. 2 EA. 9 CONSTRUCT CATCH BASIN NO. 1 L=8' PER DETAIL ON SHEET 9. EA. 10 CONSTRUCT CATCH BASIN NO. 1 L=10' PER DETAIL ON SHEET 9. 1 EA. 12 CONSTRUCT JUNCTION STRUCTURE NO. 1 PER LACFCD STD. DWG. NO. 2=D189. 1 EA 13 CONSTRUCT JUNCTION STRUCTURE TYPE 'III PER DETAIL - ON SHEET 9. 2 EA. 14 CONSTRUCT JUNCTION STUCTURE NO. 4 PER LACFCD STD. DWG. NO. 2-D193. 10 EA. NO. 1 PER fnAGFGP 16 CONSTRUCT CONCRETE BULKHEAD PER DETAIL ON SHEET 9. 1 EA. 17 CONSTRUCT JUNCTION STRUCTURE TYPE II PER DETAIL 3 3 EA. ON SHEET 9. 5 19 CONSTRUCT 10'x1=8'� R.C.B. W/TRANS.'S PER DETAIL ON I EA. SHEET 14A 6 20 REMOVE CONCRETE BULKHEAD I EA, 21 CONSTRUCT CATCH BASIN NO.1, L;21' PER DETAIL. I EA. ON SHEET 9. 22 CONSTRUCT CATCH BASIN NO.1, L=28' PER DETAIL I EA. ON SHEET 9. 'L's INSTALL 1NLE� T`tPE PER OCr=MjN, 1 tea. i3©s CDN sHt✓P_T do A OFF-SITE STORM DRAIN PLANS TRACT FOR NO. IN THE 13332 CITY OF FONTANA � V L! o d Q I > W AS Of' 0 = _. I JURUPA AVENUE SHT.2 SHT 3 SHT.4 W Q U W Fn NOTES: 1. SHEET'S 2 THROUGH 4 AND 10 HAVE BEEN CONSTRUCTED. 2. BOYLE ENGINEERING IS ONLY RESPONSIBLE FOR THE SPECIFIC REVISIONS OUTLINED AND NOTED ON EACH PLAN SHEET AND INITIALED BY "S.N.". 8ccjK1S-rP_LAc,-r S4 ©per AmaH tJR FE TZ O C aMA STp . ? .. A*.w 133 3" c q-1 S" e1 e."r L (Z> A -7 EPN BOYLE r.31 EniffinSUPI s cORPORAT.O. 1501 Quail Stmt P.O. Box 3030 Newport Bosch, Calitomla 92658-9020 714 / 476-3300 Li Q W Q O O W Z' 2 I Q J Q_ I SHT. S SHT. 6 SHT. 7 I _ � J 0� C1 v Z v11 O 7RA4r;r /I/O /3332 Yy r /NdEX M,4P 6C4LE: /"=700' UTILITY( NaTJFIGATlof15 POWER SOUTHERN CALIFONIA EDISON CO. 300 N. PEPPER AVENUE P.G. BOX 288 RIALTO, CA 92376 (714) 820-5148 GAS SOUTHERN CALIFORNIA GAS CO. 570 W. FOURTH STREET P.O. BOX 6226 SAN BERNARDINO, CA 92417 (714) 834-9411 TELEPHONE PACIFIC BELL 3939 E. CORONADO STRE E;T ANAHEIM, CA 92807 (714) 999-5449 SEWER CITY OF FONTANA 8353 SIERRA AVENUE P.O. BOX 518 FONTANA, CA 92335 (714) 823-3411 .tea GENERAL NOTES 1. THE CON.StRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE PLANS AND TO THE REQUIREMENT -OF THE CITY..STANQARD SPECIFICATION, PUBLIC WORXS DEPARTMENT, CITY 01 FONTANA, AND STANDARD SPECIFICAtIONS FOR THE PUBLIC WORKS CONSTRUCTION (GREEN BOOK), 2, CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA ENGINEERING DIVISION PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. CONTACT MR. CARLOS NAVARO, AT LEAST 48 HOURS IN ADVANCE AT (909) 350-6632. PERMITS FROM SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT SHALL ALSO BE OBTAINED FOR WORK WITHIN ITS JURISDICTION. 3. STATIONING REFERS TO THE CENTERLINES OF STORM DRAINS EXCEPT WHERE OTHERWISE NOTED. 4. 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 FORME AND REINFORCING STEEL HAS 13EE;N PLACED, INSPECTED AND APPROVED. 6. ALL'UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS. 7. EXISTING UNDERGROUND UTILITIES ARE AS PER AVAI LABL;E RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATIQN AND ELEVATION IN THE FIELD. 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF TETE GROUND OR OTHER EQUIVALENT MEANS. 'TRENCHES LESS THAN FIVE (5) FELT IN DEPTH SHALL ALSO BE GUARDED WHEN E.XAMINA'TION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 9. THE CONTRACTOR(S) SHALL ALSO OBTAIN A PERMIT TO PERFORM EXCAVATION'OR TRENCH WORK AS DESCRIBED IN NOTE 8 ABOVE FROM CAL/OSHA. 10. ALL MANHOLES SHALL BE CONSTRUCTED 6" BELOW PAVEMENT GRADE AND BROUGHT TO FINISH GRADE BY THE PAVING CONTRACTOR AFTER PAVEMENT IS IN PLACE. 11. IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT OR DIKE OR CURB AND/OR GUTTER THE CONTRACTOR SHALL DILIGENTLY PURSUE THAT PORTION OF WORK TO COMPLETION. 12. ALL C.M.P. INSTALLATION AND CONNECTIONS SHALL BE MADE PER MANUFACTURER'S SUGGESTED METHOD UNLE:;S OTHERWISE SPECIFIED ON THE PLANS. 13. IF DURING CONSTRUCTION, GROUND WATER IS ENCOUNTERED, A SYSTEM APPROVED BY THE CITY ENGINEER SHALL BE INSTALLED TO DEWATER SAID AREA AT THE DIRECTION OF THE SOILS ENGINEER. 14. NO TRENCH BACKFILL SHALL TAKE PLACE WI'.THOUT PRIORA�'-k�IZOVAL OF THE CITY'S INSPECTOR. � 15. ALL EXPOSED METAL SURFACES SHALL BE GALVANIZED IN ACCORDANCE WITH THE CITY STANDARD SPECIFICATION. 16. AS BUILT PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR. /7. 7'HC- P/Pit--- /S TO 8, /4AN057IC711AC-D H//T// 14DDIT/ONA4 _CONCKC=T4E T/l/CKNESS OYER, T/lc //Vl1ER, 7- RE//VF0ACC-1144E?Y7' A.6 SPED/ic71&_o QTY 77/43ILc R44Ns, 18. THE CONSTRUCTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR- BENCHMARKS NOTED ON THE PLANS OR FOUND DURING CONSTRUCTION WITHOUT PRIOR NOTIFICAT'IQN TO THE CIVIL ENGINEER. REMOVAL AND REPLACEMENT SHALLBE DONE BY A REGISTERED CIVIL ESI{jfNEER OR LICEiJ5F0 LAND SURVEYOR. SURVEY MONUMENTS WHICH W!L.L BE DESTROYED AS A RE4ULT OF `('HIS CONSTRUCTION SHALL BE REPLACED. CONTRACTOR SHALL. NOTIFY REGISTED CIVIL. ENGINEER OR LICFN5f_.. , I -.AND SURVEYOR ONE WEEK PRIOR TO CONSTRUCTION SO THAT `PIES I'0► MONUMENTS CAN BE E;STA'* L. S If -*U FQR LAT` R,, REPLACEMENT OF SAID MONUMENTS BY SAID RE:GI`1T'I - CIVI►. ENGINEER QR :{ NSED LAND SURVEYOR. £ , PRIVATE ENGINEERS NOTICE "0: CONTRACTOR. 1. ALF, UNDERGROUND UTI L [TZ ES OR S'T'RUCTURES REPORTED BY THE OWNER OR OTHERS, AND THOSI; SHOWN ON THE RECORDS EXAMINED ARE SHOWN WITH FHE:IR APPROXIMATE LOCATION AND LX'TE�N'1'. 2. IT SHALL I3E; TML CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE NATURE; OF E'XIS'TING GROONI) AND/OR THE FINISHED GRADE IN THE VICIyI'TY 01.;' THE PROPOSED CONSTRUCTIQN AREA IMMEDIATELY PRIOR `ro J CONSTRUCT CON . 3. THE CONTRACTOR I; REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRAC'TOR'S RESPONSIBLI'TY TO NOTIFY THE: OWNERS OF THE UTILITIES OR STRUCTURES CONCL•'RNED BEFORE•' S'TAR'rING WORK. 4. 'rHE; CON'TRAC'TOR SHALL UNCOVER -ALL UTI LI'rI I. S THAT HE MAY BE JOINING, CROSSING OR PARALLELING PRIOR TO ANY CONSTRUCTION TO VERIC Y BOTH HORIZONTAL Atli) VERTICAL LOCATIONS, ANY CONFLICT OR DISCREPANCY SHALL BE BROU(;H'r TO THE, ENGINEER'S ATTEN'TION PRIOR TO CONSTRUC`['ION I OTE- ERWISI,' 'rHE•' CONTRACTOR ACCEPTS FULL RE,SPONSIBILITY FO -R ANY COSTS OF RI�LOCA#9ION OR ADDITIONAL COSTS OF CONSTRUCTION. PART/AL RECORD DRAWING The information on th; r,ra�vinR htaineri fr om othersnd N/ T";i1 4� !\ Aust h� vee ifiEcl in . _. field b�/ -nynn� pO�r WATER FESS ��_ ��COR� <�0� eenetrllrtinn. HALL � ` RENj14N. INC. is not fov Quo ,0�9 unde�groUnd faciiit1 E ;�; nc r�r deni ;tions. And WEST SAN BERNARDINO COUNTY �Q� �0M q p �Fy ;� f�eili$ies I'�n �lP Ee�U1��` -:''r� and vBE'ifi��'a �y �E�$ � WATER DISTRICT v~, L, J i�;n ?<,4i i' jet+pnd toIMP. 855 W. BASELINE co =NC�Cil5 9 v_ m ��- -0(1. 3/31;/994 P.O. BOX 18$ 4 RIALTO CA 92376 - 0��1 '1�` C1V11. �Q' �tDD�D N6 SN. s/q7 ' �7 U I V (714) 875-18Q4, ��9TF O�� A /�% ' � U�' c tag - _ _ OF rAIA F . 3 BENCH MARKSONOIAS and Associates Engineers Surveyors Planners 3901 Lime Street Riverside, Ca 92501 714/787-8421 FONTANA :J y� (.' LIZ • Z CITY OF FONTANA CAUFORNIA > > > > Q > > > 411,4NCE s �EF�.�/r./o Cf�ifNCfO TOTILS�/fET�D DRAWN BY: R. D. N. TRACT NO. 13332 -- SOUTH PARK J ^FF -SITE STORM DRAIN PLAN TITLE SHEET SCALE: SHOWN IDATE: • APPROVED By: 74,32. � J. THOMAS BAINE - RCE Na 15795 REGISTRATION EXPIRES 6-30- 89 DATE : 3-27-99 z Ty. _/ Or CAA 6 / 92 6.0-1ti l R9,4416N L/NV''F11 11.15. Y NO. OESCRIPTION GR' APPR. DATE • CITY DATE APPR. 10 APPROVED: �'���� &9/9/4F3; 640 ICITYI 1 No. I OF REVISIONS 0 ! L i wo>> w %ewr Z> LU 7-> a JURU PA v ir 3 J AVE. v z a - --- a Z 11 MARLAY Z w AV E. m 'IVERSIbE cc cr RD. =AN__BERNARDINO CO. m AAAK RIVERSIDE CO. JURUPA H ILLS 60 VICINITY MAP N.T.S. CONSTRUCTION WARTITY 1 CONSTRUCT 96" R.C.P. 486 L.F. LIs 2 CONSTRUCT 90" R.C.P. 1395 L.F. 3 CONSTRUCT 54" R.C.P. 543 L.F. ks n (3 A - - - , 0 Q L. E -_ z & _) i 4 CONSTRUCT 18" R.C.P. 311 L.F. .. A-3 38 camsr�cvcT 24'- ,2.c.p. 127 e_ F. 3C CONSTRUCT 66" RCP 51 L.F. <o EA. 8 CONSTRUCT CATCH BASIN NO. 1 L=4' PER DETAIL ON SHEET 9. 2 EA. 9 CONSTRUCT CATCH BASIN NO. 1 L=8' PER DETAIL ON SHEET 9. EA. 10 CONSTRUCT CATCH BASIN NO. 1 L=10' PER DETAIL ON SHEET 9. 1 EA. 12 CONSTRUCT JUNCTION STRUCTURE NO. 1 PER LACFCD STD. DWG. NO. 2=D189. 1 EA 13 CONSTRUCT JUNCTION STRUCTURE TYPE 'III PER DETAIL - ON SHEET 9. 2 EA. 14 CONSTRUCT JUNCTION STUCTURE NO. 4 PER LACFCD STD. DWG. NO. 2-D193. 10 EA. NO. 1 PER fnAGFGP 16 CONSTRUCT CONCRETE BULKHEAD PER DETAIL ON SHEET 9. 1 EA. 17 CONSTRUCT JUNCTION STRUCTURE TYPE II PER DETAIL 3 3 EA. ON SHEET 9. 5 19 CONSTRUCT 10'x1=8'� R.C.B. W/TRANS.'S PER DETAIL ON I EA. SHEET 14A 6 20 REMOVE CONCRETE BULKHEAD I EA, 21 CONSTRUCT CATCH BASIN NO.1, L;21' PER DETAIL. I EA. ON SHEET 9. 22 CONSTRUCT CATCH BASIN NO.1, L=28' PER DETAIL I EA. ON SHEET 9. 'L's INSTALL 1NLE� T`tPE PER OCr=MjN, 1 tea. i3©s CDN sHt✓P_T do A OFF-SITE STORM DRAIN PLANS TRACT FOR NO. IN THE 13332 CITY OF FONTANA � V L! o d Q I > W AS Of' 0 = _. I JURUPA AVENUE SHT.2 SHT 3 SHT.4 W Q U W Fn NOTES: 1. SHEET'S 2 THROUGH 4 AND 10 HAVE BEEN CONSTRUCTED. 2. BOYLE ENGINEERING IS ONLY RESPONSIBLE FOR THE SPECIFIC REVISIONS OUTLINED AND NOTED ON EACH PLAN SHEET AND INITIALED BY "S.N.". 8ccjK1S-rP_LAc,-r S4 ©per AmaH tJR FE TZ O C aMA STp . ? .. A*.w 133 3" c q-1 S" e1 e."r L (Z> A -7 EPN BOYLE r.31 EniffinSUPI s cORPORAT.O. 1501 Quail Stmt P.O. Box 3030 Newport Bosch, Calitomla 92658-9020 714 / 476-3300 Li Q W Q O O W Z' 2 I Q J Q_ I SHT. S SHT. 6 SHT. 7 I _ � J 0� C1 v Z v11 O 7RA4r;r /I/O /3332 Yy r /NdEX M,4P 6C4LE: /"=700' UTILITY( NaTJFIGATlof15 POWER SOUTHERN CALIFONIA EDISON CO. 300 N. PEPPER AVENUE P.G. BOX 288 RIALTO, CA 92376 (714) 820-5148 GAS SOUTHERN CALIFORNIA GAS CO. 570 W. FOURTH STREET P.O. BOX 6226 SAN BERNARDINO, CA 92417 (714) 834-9411 TELEPHONE PACIFIC BELL 3939 E. CORONADO STRE E;T ANAHEIM, CA 92807 (714) 999-5449 SEWER CITY OF FONTANA 8353 SIERRA AVENUE P.O. BOX 518 FONTANA, CA 92335 (714) 823-3411 .tea GENERAL NOTES 1. THE CON.StRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE PLANS AND TO THE REQUIREMENT -OF THE CITY..STANQARD SPECIFICATION, PUBLIC WORXS DEPARTMENT, CITY 01 FONTANA, AND STANDARD SPECIFICAtIONS FOR THE PUBLIC WORKS CONSTRUCTION (GREEN BOOK), 2, CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA ENGINEERING DIVISION PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. CONTACT MR. CARLOS NAVARO, AT LEAST 48 HOURS IN ADVANCE AT (909) 350-6632. PERMITS FROM SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT SHALL ALSO BE OBTAINED FOR WORK WITHIN ITS JURISDICTION. 3. STATIONING REFERS TO THE CENTERLINES OF STORM DRAINS EXCEPT WHERE OTHERWISE NOTED. 4. 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 FORME AND REINFORCING STEEL HAS 13EE;N PLACED, INSPECTED AND APPROVED. 6. ALL'UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS. 7. EXISTING UNDERGROUND UTILITIES ARE AS PER AVAI LABL;E RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATIQN AND ELEVATION IN THE FIELD. 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF TETE GROUND OR OTHER EQUIVALENT MEANS. 'TRENCHES LESS THAN FIVE (5) FELT IN DEPTH SHALL ALSO BE GUARDED WHEN E.XAMINA'TION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 9. THE CONTRACTOR(S) SHALL ALSO OBTAIN A PERMIT TO PERFORM EXCAVATION'OR TRENCH WORK AS DESCRIBED IN NOTE 8 ABOVE FROM CAL/OSHA. 10. ALL MANHOLES SHALL BE CONSTRUCTED 6" BELOW PAVEMENT GRADE AND BROUGHT TO FINISH GRADE BY THE PAVING CONTRACTOR AFTER PAVEMENT IS IN PLACE. 11. IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT OR DIKE OR CURB AND/OR GUTTER THE CONTRACTOR SHALL DILIGENTLY PURSUE THAT PORTION OF WORK TO COMPLETION. 12. ALL C.M.P. INSTALLATION AND CONNECTIONS SHALL BE MADE PER MANUFACTURER'S SUGGESTED METHOD UNLE:;S OTHERWISE SPECIFIED ON THE PLANS. 13. IF DURING CONSTRUCTION, GROUND WATER IS ENCOUNTERED, A SYSTEM APPROVED BY THE CITY ENGINEER SHALL BE INSTALLED TO DEWATER SAID AREA AT THE DIRECTION OF THE SOILS ENGINEER. 14. NO TRENCH BACKFILL SHALL TAKE PLACE WI'.THOUT PRIORA�'-k�IZOVAL OF THE CITY'S INSPECTOR. � 15. ALL EXPOSED METAL SURFACES SHALL BE GALVANIZED IN ACCORDANCE WITH THE CITY STANDARD SPECIFICATION. 16. AS BUILT PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR. /7. 7'HC- P/Pit--- /S TO 8, /4AN057IC711AC-D H//T// 14DDIT/ONA4 _CONCKC=T4E T/l/CKNESS OYER, T/lc //Vl1ER, 7- RE//VF0ACC-1144E?Y7' A.6 SPED/ic71&_o QTY 77/43ILc R44Ns, 18. THE CONSTRUCTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR- BENCHMARKS NOTED ON THE PLANS OR FOUND DURING CONSTRUCTION WITHOUT PRIOR NOTIFICAT'IQN TO THE CIVIL ENGINEER. REMOVAL AND REPLACEMENT SHALLBE DONE BY A REGISTERED CIVIL ESI{jfNEER OR LICEiJ5F0 LAND SURVEYOR. SURVEY MONUMENTS WHICH W!L.L BE DESTROYED AS A RE4ULT OF `('HIS CONSTRUCTION SHALL BE REPLACED. CONTRACTOR SHALL. NOTIFY REGISTED CIVIL. ENGINEER OR LICFN5f_.. , I -.AND SURVEYOR ONE WEEK PRIOR TO CONSTRUCTION SO THAT `PIES I'0► MONUMENTS CAN BE E;STA'* L. S If -*U FQR LAT` R,, REPLACEMENT OF SAID MONUMENTS BY SAID RE:GI`1T'I - CIVI►. ENGINEER QR :{ NSED LAND SURVEYOR. £ , PRIVATE ENGINEERS NOTICE "0: CONTRACTOR. 1. ALF, UNDERGROUND UTI L [TZ ES OR S'T'RUCTURES REPORTED BY THE OWNER OR OTHERS, AND THOSI; SHOWN ON THE RECORDS EXAMINED ARE SHOWN WITH FHE:IR APPROXIMATE LOCATION AND LX'TE�N'1'. 2. IT SHALL I3E; TML CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE NATURE; OF E'XIS'TING GROONI) AND/OR THE FINISHED GRADE IN THE VICIyI'TY 01.;' THE PROPOSED CONSTRUCTIQN AREA IMMEDIATELY PRIOR `ro J CONSTRUCT CON . 3. THE CONTRACTOR I; REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRAC'TOR'S RESPONSIBLI'TY TO NOTIFY THE: OWNERS OF THE UTILITIES OR STRUCTURES CONCL•'RNED BEFORE•' S'TAR'rING WORK. 4. 'rHE; CON'TRAC'TOR SHALL UNCOVER -ALL UTI LI'rI I. S THAT HE MAY BE JOINING, CROSSING OR PARALLELING PRIOR TO ANY CONSTRUCTION TO VERIC Y BOTH HORIZONTAL Atli) VERTICAL LOCATIONS, ANY CONFLICT OR DISCREPANCY SHALL BE BROU(;H'r TO THE, ENGINEER'S ATTEN'TION PRIOR TO CONSTRUC`['ION I OTE- ERWISI,' 'rHE•' CONTRACTOR ACCEPTS FULL RE,SPONSIBILITY FO -R ANY COSTS OF RI�LOCA#9ION OR ADDITIONAL COSTS OF CONSTRUCTION. PART/AL RECORD DRAWING The information on th; r,ra�vinR htaineri fr om othersnd N/ T";i1 4� !\ Aust h� vee ifiEcl in . _. field b�/ -nynn� pO�r WATER FESS ��_ ��COR� <�0� eenetrllrtinn. HALL � ` RENj14N. INC. is not fov Quo ,0�9 unde�groUnd faciiit1 E ;�; nc r�r deni ;tions. And WEST SAN BERNARDINO COUNTY �Q� �0M q p �Fy ;� f�eili$ies I'�n �lP Ee�U1��` -:''r� and vBE'ifi��'a �y �E�$ � WATER DISTRICT v~, L, J i�;n ?<,4i i' jet+pnd toIMP. 855 W. BASELINE co =NC�Cil5 9 v_ m ��- -0(1. 3/31;/994 P.O. BOX 18$ 4 RIALTO CA 92376 - 0��1 '1�` C1V11. �Q' �tDD�D N6 SN. s/q7 ' �7 U I V (714) 875-18Q4, ��9TF O�� A /�% ' � U�' c tag - _ _ OF rAIA F . 3 BENCH MARKSONOIAS and Associates Engineers Surveyors Planners 3901 Lime Street Riverside, Ca 92501 714/787-8421 HUUf.1/ �f1T//f1G :J y� (.' LIZ • Z CITY OF FONTANA CAUFORNIA CITY OF FONTANA BENCH MARK No. 536 R.R. SPIKE IN P.P. AT WE CORNER OF JUNIPER AVE. � JURUPA AVE, ELEV. = 1046.42 DATE 12/73 3 ['f,IANGED .S QTT y' ^� i y'l(' qz � PUBLIC WORKS DEPARTMENT 411,4NCE s �EF�.�/r./o Cf�ifNCfO TOTILS�/fET�D DRAWN BY: R. D. N. TRACT NO. 13332 -- SOUTH PARK J ^FF -SITE STORM DRAIN PLAN TITLE SHEET SCALE: SHOWN IDATE: • APPROVED By: 74,32. � J. THOMAS BAINE - RCE Na 15795 REGISTRATION EXPIRES 6-30- 89 DATE : 3-27-99 z Ty. _/ Or CAA 6 / 92 6.0-1ti l R9,4416N L/NV''F11 11.15. DESIGNED BY: A.T. NO. OESCRIPTION GR' APPR. DATE • CITY DATE APPR. CHECKED BY:SHEET S. D. APPROVED: �'���� &9/9/4F3; 640 ICITYI 1 No. I OF REVISIONS 1 ro 1