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Home My WebLink About769tl P4RCEL 3 - - - ---------- R.v. f. a r] 6TR,FF*,r WME SIGN 'r.44716 I Ove4 T/0A/ G TRFET N4 ME AWMSE"R WUTPEA57 CORNER 4 711 57, � P1 TTS BU p<;.,q P E404 NOPT41EAST CORNER 6 9' P 17'7'5 8 U PG 4 SOU 7AI 5 10 E Ojc�' 4 7,v 'S T 4"' ST � PITTS,9URG9 E4CIv A, GEMER4 L A10T456 44L WOPff 5HALL CONFORM 70 TI -16- 7" AV AN 6,06CIF-IC,47-10AIS OF 79E, CITY OF RANC,qO CUC,4,WOMGA EAVIAICE-RIAIG OEPARTHEA 17', 7"E tAIES T REV16101V TNER470F 2. APPLIC4710M FOR EXC4V4710AI AlA0 IVSPeC71ON /At CoNiVE-C7-10N W1714 WORK 5AIOWIV 0,v 7AIC95 PL4AIG MU 7° BF M406 BY 7'AIE_ CO/VTP4,CTOR 47 Z-64,97 7 7 FOUR(24) "CyJR5 PRIOR 70Sr,4f?TING 4A1Y WORD: 3. WORK /A/ PO LIC STREC76, ONCE BE6UN,6,44tL OE PROSIE-CUrC-0 TO COAfP4ET10tV W17l,10417" OCCAY 60 45 70 PROV106' MINIMUM, INCONVEM1EAICE 70 4DUACE417- 01?0PER7Y 014,'A16_R6 AAA9 TO 7AIE- 7R,4VC41&G PUMIC. 4, 441- UVDERGROUNO U771-17169 Sq4LL BE 1A1674LL60 PRIOR TO PAIAV RCR 7'1116 Re.AN. 5, IF ORY VF" Y OP&IIr A, RE L EF r 044RING C' AV 7RUCTIOIkV, 7NE qp/ V&- AREA MUg 7 847 P4 VE -0 OR 70E aJR0 OPE VIN06 SX146 BErILCED WIT9 466941.71C CURVIAG. 6. 4 e_ CUR 0 e GU77,6R RWALL 496- INST41-e-C-0 PRIOR 770 "7rx? 4 INE CONSWUCTiOAI. 7 67RET ECT ION 7-0 BE 067C�IWIA'EO BY SOILS 76674AID PI-AIVS 694L(, BE CO�qRCC7-,Uot TO 590 W 64 V, E 8, COA17'1?AC7'OR OP 0E'vC40,""tR 5x14.L 1';•MNIT,41AI OU67 C04 7,901_ 4T,ALL -rIMCS 8K "14766ING. 9, 66 V,5_` M%W-104E FRAVE � COle-:R 5941.L BE R4/SF0 7-0 GRADE- BY P41/1.vc, Cvv7-R407'OR 4FTER COMPLE710,,V OF POVIIAVG, /0. COM57-RUC7'1041 PERM1775 64�4_,e, 86- 03,r4lAVE-0 F,,?OV 7,416- Ci;1V OF P,4A,C1,/0 CUC.4"041GO 00911VEERING 0EV4F?7'MF&T EFORE T -/E G74PT OF SAI Y 'O Ar W179141 PLJ&_JC RA91-17-OF- M C17V 4PPROV4L OF PLA/VS L)0�5!5 A10T RELIEVE TqE OEVEtOPC�? FROA4 T96- RESPOVS16IL17Y Tlolv� UPOA) FOR TAI COR,0�'ECTIOAI OF E1-?h?0r75 OR 0 1/` 1651014'11S 019coveR6,0 OuRwG coV57RU�_ ",- PEOUES7 TPE REQUIRE0 P,-' AI PCVISIOV5 6�444L BF PROMIP74,Y 6U6M177-00 70 TME C1TY E&IGIAIEER eCVP 4PPROL-�4t. �4VI,�r`G BE 0,,10' /C -4R-4000 5URF-ACE COW"PSE OVER 0.15' 18 -AR -4000 B4SE COUR5F, MIT14L C0,11,157Rcjc,,T/Oiv w/r4 0.05' 1C-AR,4000 SURF4CE COURSE OVERLAY PRIOR TO 4CCEPTANCE, N 11 I -JA L K PER 57'D. NO, -30 a11, INS'FALL STREFl[ LIG�4r,,r 5,800 LUMENS PSV -LED EQUIVALENTZ �7, 4� Lt 6 9 P 0 1 7-Y - �1_ �1_ BY SCE (PAID FOR & COORDINATED BY DEVELOPER) ZT I CURBSfD DRAIN OL A/I 10 CON5T =tWV&=K=z� _-3 rD.. ONG. --9 _107 B.J i1 CONS'. -CONS'V C4TCP BASIN (W- 081) PER 5.8, Co. STD06 (SEE PZ4N P'O,,? "XI 2 Ek 1z CONST. LIUNCTION 6TROCTURE PER DET4liL ON SOT,* 5, 1 E4, 13 CONST 10" R,C P �0000- D) 45 L,F de -IN, 14 CONST, 480 .C'.(1200(1?00-0) 871 CF N07C., QUANTITIES 5POWN 480VE ARE TO BE USED SOLELY FOR TIJE PUSs OF COMPARISON OF BIDS, TOE CON7RALTO P5 COMPEN9ATION WILL BE COMPUTED ov ACTUAL QUAA17171ES IN 741E COMPLETED WORK WPETPER TIEY BE MORE OR LE5,5 TNAA1 7"OSE 51JOWN UCREON, FIM4L 004YTITIES 5144tL SE VETERMINED BY T14E ENGINEER, DRIVE APF904CLl S _51DCW,41,k- Fe�eZITY__5TC7 No -_101-C 19 UT r,0NS-7-feU0T U1,1D6? SIDEWALA� _5T0. Ivol 107-e, R15-11,10 V6- FX 15 T11,1G CU,,c-'e) G U 7-7-Cle <6 5/476 W,4 /_ k - CONSTRUCT LARGE CAPACITY CURBSIDE DRAIN OUTLET (W=5') PER CITY STD, PLAN NO. 107-C No, 53454' E 3 S1.1 LP 0 GrA, EA. L F0 P_ F_FV.0S N TYPICAL STREET SEC7'101V PITTSBURGM AVENUE REF, #DRC2014-00232 & ROW2015-00532 STA. 0483.44 W 25 f8F.40 T. 7' PRIVATE ENGIENGINEER'SNOTICE TO CONTRACTORS Q JI Exp: 06-30-16 Shown on this plan are obtained by a search of available records. To the best of our knows 0ge there are no existing utilities except as shown on TITLE S14EET these plans. The contractor is reQuired to take due preoiautionary KOLL-LYON BUSINESS CENTER 'I measures to protect the utilities shown and any other lines or structures not shown on these plans. 1. All contractors and subcontractors perfofming work shown on or related to these plans whall conduct their operations so that all employees are provided a Safe place to work and the public is protected. All contractors and Subcontraclors shall comply with the -Occupational Safety and Health Requlat;on" of the U.S. Department of Labor, and with the lAte of California Department of Indvstrial Relations' "Construction Safety Ordefs," tl P4RCEL 3 - - - ---------- R.v. f. a r] 6TR,FF*,r WME SIGN 'r.44716 I Ove4 T/0A/ G TRFET N4 ME AWMSE"R WUTPEA57 CORNER 4 711 57, � P1 TTS BU p<;.,q P E404 NOPT41EAST CORNER 6 9' P 17'7'5 8 U PG 4 SOU 7AI 5 10 E Ojc�' 4 7,v 'S T 4"' ST � PITTS,9URG9 E4CIv A, GEMER4 L A10T456 44L WOPff 5HALL CONFORM 70 TI -16- 7" AV AN 6,06CIF-IC,47-10AIS OF 79E, CITY OF RANC,qO CUC,4,WOMGA EAVIAICE-RIAIG OEPARTHEA 17', 7"E tAIES T REV16101V TNER470F 2. APPLIC4710M FOR EXC4V4710AI AlA0 IVSPeC71ON /At CoNiVE-C7-10N W1714 WORK 5AIOWIV 0,v 7AIC95 PL4AIG MU 7° BF M406 BY 7'AIE_ CO/VTP4,CTOR 47 Z-64,97 7 7 FOUR(24) "CyJR5 PRIOR 70Sr,4f?TING 4A1Y WORD: 3. WORK /A/ PO LIC STREC76, ONCE BE6UN,6,44tL OE PROSIE-CUrC-0 TO COAfP4ET10tV W17l,10417" OCCAY 60 45 70 PROV106' MINIMUM, INCONVEM1EAICE 70 4DUACE417- 01?0PER7Y 014,'A16_R6 AAA9 TO 7AIE- 7R,4VC41&G PUMIC. 4, 441- UVDERGROUNO U771-17169 Sq4LL BE 1A1674LL60 PRIOR TO PAIAV RCR 7'1116 Re.AN. 5, IF ORY VF" Y OP&IIr A, RE L EF r 044RING C' AV 7RUCTIOIkV, 7NE qp/ V&- AREA MUg 7 847 P4 VE -0 OR 70E aJR0 OPE VIN06 SX146 BErILCED WIT9 466941.71C CURVIAG. 6. 4 e_ CUR 0 e GU77,6R RWALL 496- INST41-e-C-0 PRIOR 770 "7rx? 4 INE CONSWUCTiOAI. 7 67RET ECT ION 7-0 BE 067C�IWIA'EO BY SOILS 76674AID PI-AIVS 694L(, BE CO�qRCC7-,Uot TO 590 W 64 V, E 8, COA17'1?AC7'OR OP 0E'vC40,""tR 5x14.L 1';•MNIT,41AI OU67 C04 7,901_ 4T,ALL -rIMCS 8K "14766ING. 9, 66 V,5_` M%W-104E FRAVE � COle-:R 5941.L BE R4/SF0 7-0 GRADE- BY P41/1.vc, Cvv7-R407'OR 4FTER COMPLE710,,V OF POVIIAVG, /0. COM57-RUC7'1041 PERM1775 64�4_,e, 86- 03,r4lAVE-0 F,,?OV 7,416- Ci;1V OF P,4A,C1,/0 CUC.4"041GO 00911VEERING 0EV4F?7'MF&T EFORE T -/E G74PT OF SAI Y 'O Ar W179141 PLJ&_JC RA91-17-OF- M C17V 4PPROV4L OF PLA/VS L)0�5!5 A10T RELIEVE TqE OEVEtOPC�? FROA4 T96- RESPOVS16IL17Y Tlolv� UPOA) FOR TAI COR,0�'ECTIOAI OF E1-?h?0r75 OR 0 1/` 1651014'11S 019coveR6,0 OuRwG coV57RU�_ ",- PEOUES7 TPE REQUIRE0 P,-' AI PCVISIOV5 6�444L BF PROMIP74,Y 6U6M177-00 70 TME C1TY E&IGIAIEER eCVP 4PPROL-�4t. �4VI,�r`G BE 0,,10' /C -4R-4000 5URF-ACE COW"PSE OVER 0.15' 18 -AR -4000 B4SE COUR5F, MIT14L C0,11,157Rcjc,,T/Oiv w/r4 0.05' 1C-AR,4000 SURF4CE COURSE OVERLAY PRIOR TO 4CCEPTANCE, N 11 I -JA L K PER 57'D. NO, -30 a11, INS'FALL STREFl[ LIG�4r,,r 5,800 LUMENS PSV -LED EQUIVALENTZ �7, 4� Lt 6 9 P 0 1 7-Y - �1_ �1_ BY SCE (PAID FOR & COORDINATED BY DEVELOPER) ZT I CURBSfD DRAIN OL A/I 10 CON5T =tWV&=K=z� _-3 rD.. ONG. --9 _107 B.J i1 CONS'. -CONS'V C4TCP BASIN (W- 081) PER 5.8, Co. STD06 (SEE PZ4N P'O,,? "XI 2 Ek 1z CONST. LIUNCTION 6TROCTURE PER DET4liL ON SOT,* 5, 1 E4, 13 CONST 10" R,C P �0000- D) 45 L,F de -IN, 14 CONST, 480 .C'.(1200(1?00-0) 871 CF N07C., QUANTITIES 5POWN 480VE ARE TO BE USED SOLELY FOR TIJE PUSs OF COMPARISON OF BIDS, TOE CON7RALTO P5 COMPEN9ATION WILL BE COMPUTED ov ACTUAL QUAA17171ES IN 741E COMPLETED WORK WPETPER TIEY BE MORE OR LE5,5 TNAA1 7"OSE 51JOWN UCREON, FIM4L 004YTITIES 5144tL SE VETERMINED BY T14E ENGINEER, DRIVE APF904CLl S _51DCW,41,k- Fe�eZITY__5TC7 No -_101-C 19 UT r,0NS-7-feU0T U1,1D6? SIDEWALA� _5T0. Ivol 107-e, R15-11,10 V6- FX 15 T11,1G CU,,c-'e) G U 7-7-Cle <6 5/476 W,4 /_ k - CONSTRUCT LARGE CAPACITY CURBSIDE DRAIN OUTLET (W=5') PER CITY STD, PLAN NO. 107-C No, 53454' E 3 S1.1 LP 0 GrA, EA. L F0 P_ F_FV.0S N FIRE PYDP4NT TYPICAL STREET SEC7'101V PITTSBURGM AVENUE REF, #DRC2014-00232 & ROW2015-00532 STA. 0483.44 W 25 f8F.40 T. 7' PRIVATE ENGIENGINEER'SNOTICE TO CONTRACTORS LLJ No. 36637 Th,,, exslence and lo,,cahon of any underground uOlity pipes of structures Exp: 06-30-16 Shown on this plan are obtained by a search of available records. To the best of our knows 0ge there are no existing utilities except as shown on TITLE S14EET these plans. The contractor is reQuired to take due preoiautionary KOLL-LYON BUSINESS CENTER 'I measures to protect the utilities shown and any other lines or structures not shown on these plans. 1. All contractors and subcontractors perfofming work shown on or related to these plans whall conduct their operations so that all employees are provided a Safe place to work and the public is protected. All contractors and Subcontraclors shall comply with the -Occupational Safety and Health Requlat;on" of the U.S. Department of Labor, and with the lAte of California Department of Indvstrial Relations' "Construction Safety Ordefs," The civil engineer shall not be responsible in any way for the contractors' and subccontrwc�rs compliance with the -Occupational Safety and Health R"ulations" of the U.S DePartrnenl of Labor or with the Slate of California Depariment of Indvstr4l Fic-lation S' ,Construction Safety Orders." Contractor further agrees that he shall assume sole and complete re- sPonsil;tility lot job site condi;tons during the course of construction of this project, incluaing safety of all parsons and proporty, that this reqvire- Mart shall apply continuovs)y and not be lirnited to normal workinQ ?zours and that the contractor shaO 6efend, Indemnity and hold the owner and the engineer r harmless from any and all liability, real or alleged, m connec• tion with the performance of work on this project, excepting for habWty arising from 14 sole noghgence of the owner or the engineer. ADDED DRIVEWAY 'APPROACH & PARKWAY DRAIN, INSTALL ST. LT. AS SHOWN ON SHEET 4 PER DRC 2015-00650, ROW 2016-00236 I FIRE PYDP4NT A ADDED CONSTRUCTION NOTES 9, 16, 18 & 19, SHEET 2 REF, #DRC2014-00232 & ROW2015-00532 j, 3 DESCRIPTION OF REVISION CIT Y OF RANCHO CUCAMONGA TITLE S14EET KOLL-LYON BUSINESS CENTER 'I PARCEL MA P NO. 6086 - - - - - - - ---- - - - - - - - - - - - 1. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................. 11, . . . . . . . . . . . . . . . . . ......... ------- I . 01 ■ - CONSTRUCTION NOTES TABLE CONST. 44 At. OVER MIN, 0,40 CL455 11 4GGPEG4TE. BASE PER STO, 201, (SEE CENERAL NOTE CONST CONC, CURB GUTTER (ep$ CURB F4cEj PER S per) O 30e. — ---------- T M6T4LL TR4FF!k"` 51QN5 PE"R STD 401 402 30 a 8� 24 �Oot T6 INSTALL STREE7 N4ME" 51GVS PEP STO, 401 f 402, 24 ?I Aq 40LIUST N440 OOLE FR4ME f' C OVER TO GRAOE AFTER P4VI�JG JS COMIPLETED, 364 00 REMOVE EX15TI�JG CURIS f GUTTER. go p 30 ---------- ---- 7 CON5T, COPPMs DRIVEAPPROACP SIDEWAL9 PER -,S7-D NO. at 30&, AS )-- CO NS T, 5 1 PEP4A L PER 9 rO. NO 3 04 '3 fl fN5 77ALL 67'REE7- LIGHT- PER Cl TY S-rD. �i kE�) BY SCE (PAID FOR & COORDINATED BY DEVELOPER 6 CONSTRUCT DRIVE APPROACH & SIDEWALK PER CITY STD. PLAN NO. 101, TYPE C. 49� 23x 79� SAWCUT & REMOVE EXISTING CONCRETE CURB, GUTTER, & SIDEWALK. 1011241,91 .0 CONSTRUCT LARGE CAPACITY CURBSIDE DRAIN OUT'ET (W=52) PER'CITY STD. PLAN NO. 107-C ■ - - ------------ CURVE DATA TABLE — ---------- T go 4) 30 a 8� 24 �Oot T6 37. 9/' 24 ?I Aq 364 00 5& x e7 ----------- go p 30 ---------- ---- 890 ;?1'4 7" 00 560 ?3 fl 9 49� 23x 79� 5 1011241,91 .0 -4 2 7, 00' 7T, 57 M, eq /0 11 24, FPI 4 00' NO i "1 98,89 400,00 ---------- 7?- 67' 36. 49 /011 24,314 _6 344 43 6/9 ?73! 00p 67.760 33, 1?7 P M a CITY OF RANCHO C +S Em"d APPROVED BY CITY ENGINEE iR Aq ol"