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Home My WebLink About1945-1tLitoo go 0 0 0 '00: 0: oe 0 0 e: 0 W > I 'o" 0 4? 0.4-0090 to -to.e-0. z .09 (Q CERRITOS ST f T 0 1 z I 1 10 9 8 7 6 5 4 3 2 1 C; z -4- -4- =4 4- --1-- % 4 SEE SHT NO. 2 Cn Ff I * - - - --0 � � %*... co CERRITOS STREET 0 Z z -4 LAKEVIEW CT. INEDEX MAP 1 11 = 1001 k'= 00 , 8 11 Gurb Face 6 " Gurb Face 0"0 WOle Zr77,0 9,f1011 geale.. / lfzr /0' *o leg q 4ra, 1n7rAo �1 0,(Pa!5l eor�411 5! or 7he exl4lee-we ale loeol.(o.,,�7 oll'7 a 4117&ee-qrV411-e X Z 14 !ghowr7 or7lh e g e:,:%, ",5 a7OI& Ohlal,17&0" a 1he 7a- //"a 01A 11yere a/-& -70 eW16,1' a11111leg eXre lhege olaP76-' T1,17e Ig 117e 41111114 111-76P9 Mp& Z//////4/ P&13 C01761alle a,,-- 6 ve 01"ge _1G el7aWr7 al-,�r701 %h'10W-7 0,,-7 lh0l 67ol7l,--aelor ayr-ee�g ll�alhep !9hall gole ag7d co,-,r7plgil roq�, eo 6 * b r-1 /* X71 arzcz ".Oir OA WO`rt'l�rJ7 17,241rig ae� I)ITIaly/,A7e eal-7 !gxllall 1'�Pz al�� 0 1___aje6� , W �,,-77 aO / 41?0/C r7&, q 6'0i-7,,*7&C`-r1 017 W W ,*Oea/ 0V1.1eL?C0" 1�-7 1117 1he lae,,- 0/ 010"')eO lt;261111, ar.IiFlry- //7& /wP 00i. IF TYPICAL I SECTIONS (NO SCALE) 30 Xf S r g/w For W RIW 68 4.5 crown 1-1 Ira 14' Vq o (200 .3a, Vil FROM / 04 TA - .2 � 171 361, 4.5 n 4e. R1 R5 /6' Hlo 171and waln4lt Vilm Pc?rkway Basellne Zoca6on Rey. ? /t/47/40 r (/'7 , a LOT "P" FOR DFhWAGE 4 LRN08CPPE_ PROP BLOCK WALL 11% 11K -1 " M M. MAX exllvr I /eve/ IIIW-,7 4.010... _PW sw EX. 2 4 PROP Ill t., C. (69. VAKES FWM S. R ro 5"18"R.C.P I % TO 2.71 0/. 02 BE REMO VED F41 t. PY/77 vu IF 0 PEE FUTUFE lff� ,�OVEMENT F�k TffMCT /369' MANGO AVENUE' T 5.5 GENERAL NOTES: CONSTRUCTION ITEM AND QUANTITY ESTIMATE ITEM QUANTITY 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND f7(p 56 SF OZ 1049 411% THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD Transition curb ( 6" G.F to 8 " C). F.) THRMUG" CURB 7,MZN 2. P SPECIFICATIONS DATED 1975. W RIW CO/v�gre,�yc,7- 4` /-11N W.& �0-11"7_ 064ZZ /9# 20",v- kwrlo,� go//- 6- RIW 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC 596 LF 64" Remove exist. water meter by Alalare I EA. @)i Construct 8" curb w/18" gutter per City of Fontana Std. 101 WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY construct cross gutter per City of Fontana Std. Detail 104 J 1 3060 SF LIMITS. Construct ramped curb return per City of Fontana Std. 104-A 2 EA 4., 4 Relocate exist. RR and guy wires (S.Cal.Edison) lEA. Remove 24 0. S. R . 1 3. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE /0** ZOO CONTRAOTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. a" 10 T"ro` lo v A? Cons7lruct drivewoy r.?pproacI7 per Cl,,y orFon7lc?,o-w 6?V. /0.2 /dw/ill 4. ALL PIPES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR 400 ,j) &4. 7701,ol,,le,06� LAOINS 7_0 Al 10101VS17MIC.1- A14WIVII-4w IeIA0111OV200 "IneVIV, 1*/V10 OM"44Y AIWINS ,Ve //V POWER POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION V40EIA STRUCTURES, ETC., SHOWN OR NOT SHOWN ON THIS PLAN AND "0 1p C'. LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH Now CONSTRUCTION, SHALL BE RELOCATED BY OTHERS; IT SHALL BE THE won" "A EXAFt. 5W CONTRACTORS RESPONSIBILITY TO NOTIFY ALL OF THE AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. /0 -A *(so Exis'.. C. 5. WATER VALVE COVERS SHALL BE RAISED TO GRADE BY THE PAVING doin EX/st 12vmle- CONTRACTOR. BLANCHARD AVENUE 6. AS -BUILT/ PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR. T J. 0 7. ALL UTILITY COMPANIES SHALL BE GIVIN 48 HOURS NOTICE PRIOR TO WORKING AROUND THEIR FACILITIES. k 8. ALL BACKFILL TO BE CERTIFIED BY SOILS ENGINEER. S. Jelw Al. e1W sole 9. ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 7 N K 10. BACKFILL TO HAVE A S.E. OF 30 (MIN) AND MIN. COMPACTION OF cz /0 4.6 90%. -Futzlie-e EX/5"Pill R;Mw- 14C 0. 56� 0. 16� oza 000' N) 11. ALL NEW OR EXISTING VALVE CANS AND MANHOLES� SHALL BE ADJUSTED TO GRADE DURING PAVING. so /&Vdl/ 11�7e r 12. CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY THE CITY ENGINEER. 13. CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE ON 40 4 /0 EXISTING WATERLINES. 14. IF EXISTING UTILITIES OR OTHER FACILITIES CONFLICT WITH THE CERRITOS S- REET IMPROVEMENTS, WORK SHALL STOP AND THE ENGINEER NOTIFIED IMMEDIATELY. I r/. Z3.0 15. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER AFTER THE BASE COURSE HAS BEEN CONSTRUCTED AND BEFORE THE PAVING HAS BEEN INSTALLED SO THAT THE ENGINEER MAY INSTALL THE STREET CENTERLINE MONUMENTS AS REQUIRED BY THE CITY CODE OF THE CITY OF FONTANA. CONSTRUCTION ITEM AND QUANTITY ESTIMATE PAVING NOTE ACTUAL THICKNESS OF BASE MATERIAL TO BE DETERMINED.BY SOIL TEST AND RECOMMENDED BY THE SOiLs ENGINEER R. VALUES , SAND EQUIVALANTS AND STRUCTURAL SECTION, *OF STREETS SHALL BE SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION- OF ROUGH GRADING. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES AND SWALE$ FROM UNDERMINING STREET IMPRO- VEMENTS UPON INSPECTION OF THE SITE , THE CITY ENGINEER MAY REQUIRE TEMPORARY GUNITE' SWALES , ENTERING OR LEAVING IMPROVEMENTS . PRIVATE ENGINEER'S NOTE THE PRIVATE ENGINEER SIGNING THESEPLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTA- BILITY OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINJNG AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE CITY. THIS NOTE REQUIRED ON ALL PLANS.) PAVEMENT SECTIONS SHOWN ARE MINIMUM AN D SUBJECT TO REVISIONS AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TEST TAKEN AFTER COMPLETION OF ROUGH GRADING. 8 E -/V 01 M PO( NO - 3`56o liFY VRIL nkID FLAS14EIZ IM POLE. MO. 801-181E F)T MiDIM-1ER5T CORNES? OF: OLEPNVET RIJO RMSELINE_ '01 -V ELE IAOID.86 CALIFORNIA 11 oil" ESS/ CITY OF FO-NTANA, oQ6 1/1610AIS: M.LVIN W. Sierra En Ineer-Ing PUBLIC WORKS DEPARTME,',NT. Ca THATCHER III A10, DESCRIP7710AI A94q7-E ESSI DRAWN BY I AARi:;?..ov,4e_ Doll?r46 CIVIL ENGINEtRS,- LAND SURVEYORS - LAND PLANNERS SCALE: No.39964 KENNETH A. BAT TRACT NO* 13411 4.5 ShOwn CIVIL POWERS DESIGN 1714-7 852-9400. BY ENGINEERM',X 3 27007 East FI*fth Street �A A_ IMPROVEMENT PLAN je Ni. 03 820 Exp, 06-30-90 High'I nd1V DATE: C HECK BY: CIVIL KT TITLZ SHEET 1-11q- C// L Z7 Arl>47;1 UC 7,,-2 4" 0 or V1,V PVw 1W, -,97,0,Y C �_, J OB NO: APPROVED: NO. Zn1n, C eo R. NO SHT 0yr It 19 45 DA 382Q 6/30/90 IIIV725�FI14_1 -,ENGINEER 6mmmmeni o. j, (j ITEM QUANTITY 0 Construct 411 A.C. pavement over compacted Native Soil f7(p 56 SF OZ 1049 411% Transition curb ( 6" G.F to 8 " C). F.) THRMUG" CURB 7,MZN 2. P 510 6X 0-6- CO/v�gre,�yc,7- 4` /-11N W.& �0-11"7_ 064ZZ /9# 20",v- kwrlo,� go//- /0 40 bor Construct 6" curb w/18" gutter per City of Fontana Std. 101 596 LF 0 Remove exist. water meter by Alalare I EA. @)i Construct 8" curb w/18" gutter per City of Fontana Std. 101 170 LF construct cross gutter per City of Fontana Std. Detail 104 2 EA. Construct 4" thick p.c.c. sidewalk 3060 SF Construct ramped curb return per City of Fontana Std. 104-A 2 EA 4., 4 Relocate exist. RR and guy wires (S.Cal.Edison) lEA. Remove 24 0. S. R J50 Z. Install Rl "STOP" Sign EA] Cons7lruct drivewoy r.?pproacI7 per Cl,,y orFon7lc?,o-w 6?V. /0.2 /dw/ill 3 7eoO 5)c 400 e-orell 16W1Vz11V IVI-10. Jdf1/Z/ 01�004FAGD PEE DETI-711- lq�IT4) &4. 7701,ol,,le,06� LAOINS 7_0 Al 10101VS17MIC.1- A14WIVII-4w IeIA0111OV200 "IneVIV, 1*/V10 OM"44Y AIWINS ,Ve //V PAVING NOTE ACTUAL THICKNESS OF BASE MATERIAL TO BE DETERMINED.BY SOIL TEST AND RECOMMENDED BY THE SOiLs ENGINEER R. VALUES , SAND EQUIVALANTS AND STRUCTURAL SECTION, *OF STREETS SHALL BE SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION- OF ROUGH GRADING. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES AND SWALE$ FROM UNDERMINING STREET IMPRO- VEMENTS UPON INSPECTION OF THE SITE , THE CITY ENGINEER MAY REQUIRE TEMPORARY GUNITE' SWALES , ENTERING OR LEAVING IMPROVEMENTS . PRIVATE ENGINEER'S NOTE THE PRIVATE ENGINEER SIGNING THESEPLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTA- BILITY OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINJNG AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE CITY. THIS NOTE REQUIRED ON ALL PLANS.) PAVEMENT SECTIONS SHOWN ARE MINIMUM AN D SUBJECT TO REVISIONS AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TEST TAKEN AFTER COMPLETION OF ROUGH GRADING. 8 E -/V 01 M PO( NO - 3`56o liFY VRIL nkID FLAS14EIZ IM POLE. MO. 801-181E F)T MiDIM-1ER5T CORNES? OF: OLEPNVET RIJO RMSELINE_ '01 -V ELE IAOID.86 CALIFORNIA 11 oil" ESS/ CITY OF FO-NTANA, oQ6 1/1610AIS: M.LVIN W. Sierra En Ineer-Ing PUBLIC WORKS DEPARTME,',NT. Ca THATCHER III A10, DESCRIP7710AI A94q7-E ESSI DRAWN BY I AARi:;?..ov,4e_ Doll?r46 CIVIL ENGINEtRS,- LAND SURVEYORS - LAND PLANNERS SCALE: No.39964 KENNETH A. BAT TRACT NO* 13411 4.5 ShOwn CIVIL POWERS DESIGN 1714-7 852-9400. BY ENGINEERM',X 3 27007 East FI*fth Street �A A_ IMPROVEMENT PLAN je Ni. 03 820 Exp, 06-30-90 High'I nd1V DATE: C HECK BY: CIVIL KT TITLZ SHEET 1-11q- C// L Z7 Arl>47;1 UC 7,,-2 4" 0 or V1,V PVw 1W, -,97,0,Y C �_, J OB NO: APPROVED: NO. Zn1n, C eo R. NO SHT 0yr It 19 45 DA 382Q 6/30/90 IIIV725�FI14_1 -,ENGINEER 6mmmmeni o. j, (j