Loading...
HomeMy WebLinkAbout400HEL LMAN I AVE. U AMETHYST I ST. +5736 P. M. NO. no PA R. 3 6228 PA R. 4 I s y Q i i i PAR. 2 PA R. 1 L A Y T ON COURT R/W T. I. Z5.0 TYPICAL SECT/ON I.AYToN COVRr SCALES: HOR/Z. /"-/O' VERT. /"= 4' Oi fs Cd. i •i . A R STA. /O: PO.B.C. R STA.0.-00 ~ SII 31.46' 20.05' s,w BEG. C. 9 G..ndir 89"51'4/ " 20' 3/.37' 19.95, © I 2'9044t5" /00' 51. ?&' — .4 r'• -Al . 290¢6 a " ro 1 58.2o' — ® 2390324.6" 38' 158.87' — � n (� 3 239° 32'4(, � 09.0 20-9.047- STIP 4w 29°46'Z3" 2-9046'Z3" /00' t ® 29°46'73" 112' 58.7-0' — H Or d S,401.98 ro�9r.�B 20.76 T.C.) P F.L )• (/7.73 T.C) (17.03F.L)tu ai ? I fa b N `II Q W�lI QONST Sit Ad, TAffirIt 3 ci e e"Crprt" TiI1 1b of _ r ' (I R/W c�► It!�n=orss � T. MEET EX/$ C. eesw. 8 G. i R/W 7 CAo/n LIP* Pence 3 �:� y To Bs ROlocofod SAWCUT 8 JOIN J g 4 EXIST. PVMT. ,. B c� N o 2 CID N tip, 9 AMETHYST I ST. +5736 P. M. NO. no PA R. 3 6228 PA R. 4 I s y Q i i i PAR. 2 PA R. 1 L A Y T ON COURT R/W T. I. Z5.0 TYPICAL SECT/ON I.AYToN COVRr SCALES: HOR/Z. /"-/O' VERT. /"= 4' Oi R/ W DATA BTA. 0*00 LAYTON Cr. A R STA. /O: PO.B.C. R ® s STA. 9+82./8 LA VINE Sr. 20' 31.46' 20.05' s,w BEG. C. 9 G..ndir 89"51'4/ " 20' 3/.37' 19.95, © I 2'9044t5" /00' 51. ?&' — 290¢6 a " //2' 1 58.2o' — ® 2390324.6" 38' 158.87' — � n (� 3 239° 32'4(, 50 09.0 20-9.047- STIP 4w 29°46'Z3" 2-9046'Z3" /00' 51.46' — ® 29°46'73" 112' 58.7-0' — GRADE TO DRAIN d ro�9r.�B (/7.73 T.C) (17.03F.L)tu ? I fa `II Q W�lI v R/W AMETHYST I ST. +5736 P. M. NO. no PA R. 3 6228 PA R. 4 I s y Q i i i PAR. 2 PA R. 1 L A Y T ON COURT R/W T. I. Z5.0 TYPICAL SECT/ON I.AYToN COVRr SCALES: HOR/Z. /"-/O' VERT. /"= 4' [J. 1/•fGJ/KGtG/4/`tAL ZCCIIUNS SHUWM AMC MINIMu�►. AT IMC OCMJ-,LETIO/v OF Rt;UGN I lA GRAD/N6, SOIL TESTS, INCLUDING 'R" VALUES, SHALL RE TAKEN AND .4 A?ArER/ASC REPO/ZT SNALL LIE PREPARED 8Y A QUAL/F/ED SOILS ENGINEER. THE REPORT SMALL CONTAIN A PROPOSED STRUGT/LRAL SKdT/ON AND SNALL BE SUBMITTED TO TME clry ENG/NEER FOk NIS 2EY/EIJ AND E✓ALUAWON, APPROVAL MILL EE GIVEN ONNAl ALL 3T2UQTy1ZAL SEGTIO/V REQUIlL01WENTS NAVE ,QEEK klET, 14 Sub-&RADE STAKES, DRIVEN To TI/E PAVEMENT 3U9 -GRADE ELEVATION, SNAtt 131: SET my VICINITY MAP THE CONTIZACTOP, OR ENSINEEN, TILE STAKES SNALL 8r SET ALL N/*Sr Po//VT•Sj EDGE AF NOT TO SCALE PAVEMENT PDIN'TS W/TH/N 0.0/ FOOT OF S114- &J"DE &LXVAT/ON AND AT NOT M02E 7WA/Y SOS I NTEN-V41-S. ADDITIONAL 3TAKES • MAY .8E NEEDED / ,r w/ARPED OR VER•T/eAL e&uzvz AREAS, SU&dRAOF STAKES SHALL QE IN PLAeLr P/Z/OR 7V P4VING TO PERMIT S?07-G/1EGK/NG PROJECT OF SUS-6RAbE AY INSPECTION PE/tSONNEL, OCAT/ON now ,, IS. W149W ASPHALT d.ONC2ErE /S PLAP•ED DIV /VqT/✓E SPIL WMI" GOMsrSTs AF RoexyMATER/A-j SCALE: /" = 40 Lo V/ns v Sf. THE .9" -GRADE SHALL 8E PREPARED BY REMDY/NG qLi 1R06KS WHICN P/tOTRUDE. ABOVE THE o SG[6-6RAbE A`NO ALL VOIDS O/Z DEPRESS/ONS S#ALL OX FILLED MITA/ A l'rINE GRADE Lo Grondj` Sf. hlATE2/4L OFA dlu.4L/Ti/ BETTER TN4# -r#z NA7-/1/E MATERIAL, Z 16, IF r#&` ASP'##/ -r 4d01Ve.RCTE /S ",ME IPLAGEro ON SUB-GIZADE. A -SOIL STEKILAItilT REWSTiE/tFx ISY TINE E. P.4, fo/t Us,E UNVER A•e, AAh0 R. SMALZ ,CLE U/V1,c0"tV APPLIEp ,¢T r1JEMANUFAGTUIeEIrs Z REC.OMJNENDED R�4TE fb/C fuL[ pAvEMEq/Tlv/DTH PItIDR Ta PfV/NG. 17. LIrV APPROVAL • 00' PLANS DOES Wr /Z6L/EVE THE 0XVFLOP/EJC PWO)W AVESPONSIS/LITy PAR THE SASE LII✓E AVE. CORREdT/oH OF ERROR ARID OMI'SSIAV DISeOVEIZED DURING CONS•rlt W -7-10N. UPON /REQUEST THE REQUIRED P[AN REV/S/ON9 SNALL BE PROmpup SUQM/TTED TO r#E CITy ENG/N,LrER FOR APPIWIZAL, If. WORK SITE AND EXTERIOR STREETS S#ALI Ar r INA NLr4T, &LEAN, #4rAIED PirEEI MwEltLy/ STATE•, 7711toKGNOLIT CONsTRkGT/DAr SITE sm.444L QL QLEANED uPON /CEQfIESr OP' T1y.E INsPE�TOR NSTRUCT/ON NOTES AND ESTI*ATE or QUANT, Q CONST. P. C.C. 8"C. F. CURB 8 GUTTER PER STD. NO. 302 ® CONST. P. C.C. SIDEWALK PER STD. NO. 3/0 CONST. SPANDRAL 8 GUTTER PER STD. 308 Q CONST. 0.25' A.C_ PVM'T. ONCOMPACTED NATIVE SOIL ® CONST. DRIVEWAY APPROACH PER STD. 305 ® REMOVE EXIST. C. Q G. AND RECONST. DRWY APPROACH AS DIRECTED IN THE FIELD PER STD. 305 © INSTALL STREET MARKER 8 TRAFFIC STOP SIGN PER STD. 402 ® EXCAVATION 09 ACCESS RAMPS PER STD. 310 Qo I JYSTALL STREET LIGHT 694 CURVE 3/i38 DATA 604 A R L T ® 90°08 '. IS" 20' 31.46' 20.05' 89"51'4/ " 20' 3/.37' 19.95, © I 2'9044t5" /00' 51. ?&' — 290¢6 a " //2' 1 58.2o' — ® 2390324.6" 38' 158.87' — 239° 32'4(, 50 09.0 20-9.047- 29°46'Z3" 2-9046'Z3" /00' 51.46' — ® 29°46'73" 112' 58.7-0' — [J. 1/•fGJ/KGtG/4/`tAL ZCCIIUNS SHUWM AMC MINIMu�►. AT IMC OCMJ-,LETIO/v OF Rt;UGN I lA GRAD/N6, SOIL TESTS, INCLUDING 'R" VALUES, SHALL RE TAKEN AND .4 A?ArER/ASC REPO/ZT SNALL LIE PREPARED 8Y A QUAL/F/ED SOILS ENGINEER. THE REPORT SMALL CONTAIN A PROPOSED STRUGT/LRAL SKdT/ON AND SNALL BE SUBMITTED TO TME clry ENG/NEER FOk NIS 2EY/EIJ AND E✓ALUAWON, APPROVAL MILL EE GIVEN ONNAl ALL 3T2UQTy1ZAL SEGTIO/V REQUIlL01WENTS NAVE ,QEEK klET, 14 Sub-&RADE STAKES, DRIVEN To TI/E PAVEMENT 3U9 -GRADE ELEVATION, SNAtt 131: SET my VICINITY MAP THE CONTIZACTOP, OR ENSINEEN, TILE STAKES SNALL 8r SET ALL N/*Sr Po//VT•Sj EDGE AF NOT TO SCALE PAVEMENT PDIN'TS W/TH/N 0.0/ FOOT OF S114- &J"DE &LXVAT/ON AND AT NOT M02E 7WA/Y SOS I NTEN-V41-S. ADDITIONAL 3TAKES • MAY .8E NEEDED / ,r w/ARPED OR VER•T/eAL e&uzvz AREAS, SU&dRAOF STAKES SHALL QE IN PLAeLr P/Z/OR 7V P4VING TO PERMIT S?07-G/1EGK/NG PROJECT OF SUS-6RAbE AY INSPECTION PE/tSONNEL, OCAT/ON now ,, IS. W149W ASPHALT d.ONC2ErE /S PLAP•ED DIV /VqT/✓E SPIL WMI" GOMsrSTs AF RoexyMATER/A-j SCALE: /" = 40 Lo V/ns v Sf. THE .9" -GRADE SHALL 8E PREPARED BY REMDY/NG qLi 1R06KS WHICN P/tOTRUDE. ABOVE THE o SG[6-6RAbE A`NO ALL VOIDS O/Z DEPRESS/ONS S#ALL OX FILLED MITA/ A l'rINE GRADE Lo Grondj` Sf. hlATE2/4L OFA dlu.4L/Ti/ BETTER TN4# -r#z NA7-/1/E MATERIAL, Z 16, IF r#&` ASP'##/ -r 4d01Ve.RCTE /S ",ME IPLAGEro ON SUB-GIZADE. A -SOIL STEKILAItilT REWSTiE/tFx ISY TINE E. P.4, fo/t Us,E UNVER A•e, AAh0 R. SMALZ ,CLE U/V1,c0"tV APPLIEp ,¢T r1JEMANUFAGTUIeEIrs Z REC.OMJNENDED R�4TE fb/C fuL[ pAvEMEq/Tlv/DTH PItIDR Ta PfV/NG. 17. LIrV APPROVAL • 00' PLANS DOES Wr /Z6L/EVE THE 0XVFLOP/EJC PWO)W AVESPONSIS/LITy PAR THE SASE LII✓E AVE. CORREdT/oH OF ERROR ARID OMI'SSIAV DISeOVEIZED DURING CONS•rlt W -7-10N. UPON /REQUEST THE REQUIRED P[AN REV/S/ON9 SNALL BE PROmpup SUQM/TTED TO r#E CITy ENG/N,LrER FOR APPIWIZAL, If. WORK SITE AND EXTERIOR STREETS S#ALI Ar r INA NLr4T, &LEAN, #4rAIED PirEEI MwEltLy/ STATE•, 7711toKGNOLIT CONsTRkGT/DAr SITE sm.444L QL QLEANED uPON /CEQfIESr OP' T1y.E INsPE�TOR NSTRUCT/ON NOTES AND ESTI*ATE or QUANT, Q CONST. P. C.C. 8"C. F. CURB 8 GUTTER PER STD. NO. 302 ® CONST. P. C.C. SIDEWALK PER STD. NO. 3/0 CONST. SPANDRAL 8 GUTTER PER STD. 308 Q CONST. 0.25' A.C_ PVM'T. ONCOMPACTED NATIVE SOIL ® CONST. DRIVEWAY APPROACH PER STD. 305 ® REMOVE EXIST. C. Q G. AND RECONST. DRWY APPROACH AS DIRECTED IN THE FIELD PER STD. 305 © INSTALL STREET MARKER 8 TRAFFIC STOP SIGN PER STD. 402 ® EXCAVATION 09 ACCESS RAMPS PER STD. 310 Qo I JYSTALL STREET LIGHT 694 L.F. 3/i38 S.F. 604 S.F III 297 S.F. 432 4F,' EN&NEER,k NOTICE TO THE CONTRACTOR CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCT/ON OF THIS PROJECT, INCLUDING SAFETY OFALL PERSONS AND PROPERTY; THAT THIS REOU/REMENT SHALL APPLY CONTINU- OUSLY AND NOT BE LIMITED TO A49RMAL WORK/N6 HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD TH£ OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PEFORMANCE OF WORK ON rVIS PROJECT, EXCEPTING FOR L/ABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. DESCRIPTION OF REVISION I DATE CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLANS PARCEL MAP No. 6228 LAYTON COURT LA VINE STREET TO 290!= N'LY AI'VKUVtU tsY• UAIC: CITY ENGINE Ekw4lc� R.C.E. a 2 3 889 DESIGN GERALD SALONTAI R ` :r 10658 MANGO COURT DRAWN ALTA LOMAT CALIFORNIA SHEET ws 91701 �_ OF. CHECKED 980-0996 DRWG. NO. • R. C. E. N0. 29662 —S DATE �- -til FILE NO.—r!7 0. 400 I