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HomeMy WebLinkAbout1831-18 I 7 D 1 • 3 4 • e� N 000 ow it* t A I • 4S • �'��. it. sIt I ` a I 0+36.01 relit, a. FILBERT In CHANTRY COURT CURVE DATA O 0 R L T 0 90 00' 57" to, 31.42' 20.01 Qs s6 52' I>*" 62' 39. to, 20.67' O ESS 44' 24" me, 163.20' --- DO S9 sir' 03" to, 31.41' 19.99' RIVERSIDE BLUEPRINT - RIVERSIDE, CALIF. M 4 AI&MV y /4%eX Ni. ADO 1AAt /N orwrle /bL dr?bsI s r#Ar 1NrE,Psar,r/oN a= ^Izax tc r f Gr,&vlress F.1.�VAr10A // 73. �5 P81- 1 CIT,r ©.V FOiNTANA 15F -NCH MARKS. R/N EXIST. 9100 'AL.K I" EXIST. r' CO • ' = 40' I IL I . I is �Nq 7 T BplCf V - - TR T - r3 a 6 !1 t C !Ir 0 EXIST. AG ?tI A 2 I .t+�. �b I ►- I 74,Lx SAr IL 01 N I A. IN EXIST. SO MLK iA 3 _ I a ti � JOMI EXIT. SIDEWALK r T26e21.tS 8 C R ti 726}07.!! EC R •" C F ♦ 5 8" C F 4. OR 7. W IM 4.5' 11EFLACE DE119111MM CURS ' TO •" CF. C11AII"Y C T.' FILBERT STREET The quantltles noted are provided by the ENGINEER seley as i an estimate of the amount of work required to complete the job. Quantities noted are provided for the convience of the DEVELOPER only. The CONTRACTOR Is hereby not lfled to provide the DEVELOPER with a bid based on his own deter- mination of quantities for a complete job. UNDERGROUND UTILITIES The oulstence and location of any underground W1111y pipes, eendutts or structures shown on these plans are obtained by a search of the available records. To the best of our knowledge there are no existing utilities except as shown en these plans. The contractor Is required to lake due precoutlonery measures to protect the utility lines oAown so these drawings. The contractor further assumes al' liability and respen sIbllity for the utility pipes, eonduffs or structures shown or not shown on these drawings. Contractor oWoos that he swell ossumo set* end eolnpleh reopen 11billty for jos site conditions during the course of eoostructton of this project, including safely of all persons end property; that this requirement shall apply continuously end not be Ilmlted to normal working hours; and that the ENGR . DATE APVD . DATE contractor shall defend, Indemnify and hold the CITY, the OWNER and the ENGINEER harmless from any and all liability, real or alleged, in connection with the, perfort""eo of work on ibis project, excepting for .liability srising from The sole ne9119once of the OWNER or the ENGINEER. D E S C R I P T I O N R E V I S I O N e" _6 O' Ise Ir Ir I:� 10, •� 1 LEVEL LIME CM,14 1 • TYPICAL SECTION - CHANTRY COURT NTS. Ae f / o Exor. PAv � r�r ''r2 <�i�. our ) Jnr cfa <rrog y �.1141�1`�t -7 1 . ALL MIMtc 0" L L W DOW I NACCIJM "RleE ♦ IT" TM999 PLANS AND TMR CITY C1F FONTANA PUBLIC W01'tK9 DEPARTMENT STANDARD SPEC1i<1CATIONS DA TEO 1973. a B . CONSTRVCT I OR P RM 1 T'S OI IAL L BE OBTA I NIft I RCIM FT*TANA PVL 1 C WORKS DEPARTMENT PRIOR TO THE START OF ANY WORK. S. MANHOLE FRANKS AND COVER! SHALL /E CONSTRt1CTEb 6" 1ORLOW F I N I SHftO PAVEMENT GRADE BY THE (SEWER CONTRACTOR AND !HALL BE RAISED TO GRADE AT THE COMPLETION OF THE PAVING BY THE CONTRACTOR. 4. WATER VALVE COVERS SHALL BE RAISED TO GRADE BY THE PAVINO CONTRACTOR. S. ADEQUATE STAKES SHALL K SET BY ?MR ENOINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 4. THE CONTRACTOR SHALL CONTACT ALL SERVING UTILITY CCMPANIfS F0/1 LOCATION OF EXISTING VNDEROROUND LINES THAT MAY EXIST WHICH ARE NOT SHOWN ON _THESE PLANS BEFORE THE START OF ANY WORK. 7. 09 -BUILT PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTM . S. PAVEMENT SECTIONS SHOWN ARE MINIWN AND SUBJECT TO REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TEST TAKEN AFTER COMPLETION OF ROUGH GRADING. co 19 ac Me * Ex'.3-31-59 OF TSANDERSON ASSOCIATES. INC. 95137 ARROW ROUTE. SUITE "H" RANCHO CUCAMONGA. CAL.. 91730 (714) 980-1211 CIVIL ENGINEERSe LAND SURVEYORSst No. _//_VL Wrr- ------------------------------- -- JOHN T. JUAN RCE 38305 DATE CIMSTRUCTION NOTES MIDI i "NT1T1Eli � 1�----�- C'O"STRUCT WHEEL CEM 1R RUMP PER STD. 1S4A--------------------- 2 VA. t CONSTRUCT CROSS GUIVE AND SPANDREL PER STD. 10+1 -------------- I aA. 1� 3�----CONSTRUCT 4' SIDEWALK PER STD, 105-A AND STD. 100-0 ---------- 24t% SW CONSTRUCT 6" CURB AND GUTTER PER STD. 101 -------------------- 424 'LF - �3 -----� CONSTRUCT " ACVER C<'NrIPACTED NATIVE SOIL M ----------------- �S W A66. BASE CLASS• PUBLIC WORKS DEPARTMENT �6 --- SAW CUT EXIST. AC. PAVEMENT TO CONSTRUCT CROSS GUTTER -------- 00 LE 7a--'-- OVERLAY EXIST. AC. PAVEMENT TO PROVIDE SMK1CfTM STREET SECTION - 400 1W GCONSTRUCT 6" CF TO d" CF CURB TRANSITION --------------------- 03 LF a------ CONSTRUCT DROP INLET. (SEE STORM DRAIN PLAN) ------------------ - EA. AI&MV y /4%eX Ni. ADO 1AAt /N orwrle /bL dr?bsI s r#Ar 1NrE,Psar,r/oN a= ^Izax tc r f Gr,&vlress F.1.�VAr10A // 73. �5 P81- 1 CIT,r ©.V FOiNTANA 15F -NCH MARKS. R/N EXIST. 9100 'AL.K I" EXIST. r' CO • ' = 40' I IL I . I is �Nq 7 T BplCf V - - TR T - r3 a 6 !1 t C !Ir 0 EXIST. AG ?tI A 2 I .t+�. �b I ►- I 74,Lx SAr IL 01 N I A. IN EXIST. SO MLK iA 3 _ I a ti � JOMI EXIT. SIDEWALK r T26e21.tS 8 C R ti 726}07.!! EC R •" C F ♦ 5 8" C F 4. OR 7. W IM 4.5' 11EFLACE DE119111MM CURS ' TO •" CF. C11AII"Y C T.' FILBERT STREET The quantltles noted are provided by the ENGINEER seley as i an estimate of the amount of work required to complete the job. Quantities noted are provided for the convience of the DEVELOPER only. The CONTRACTOR Is hereby not lfled to provide the DEVELOPER with a bid based on his own deter- mination of quantities for a complete job. UNDERGROUND UTILITIES The oulstence and location of any underground W1111y pipes, eendutts or structures shown on these plans are obtained by a search of the available records. To the best of our knowledge there are no existing utilities except as shown en these plans. The contractor Is required to lake due precoutlonery measures to protect the utility lines oAown so these drawings. The contractor further assumes al' liability and respen sIbllity for the utility pipes, eonduffs or structures shown or not shown on these drawings. Contractor oWoos that he swell ossumo set* end eolnpleh reopen 11billty for jos site conditions during the course of eoostructton of this project, including safely of all persons end property; that this requirement shall apply continuously end not be Ilmlted to normal working hours; and that the ENGR . DATE APVD . DATE contractor shall defend, Indemnify and hold the CITY, the OWNER and the ENGINEER harmless from any and all liability, real or alleged, in connection with the, perfort""eo of work on ibis project, excepting for .liability srising from The sole ne9119once of the OWNER or the ENGINEER. D E S C R I P T I O N R E V I S I O N e" _6 O' Ise Ir Ir I:� 10, •� 1 LEVEL LIME CM,14 1 • TYPICAL SECTION - CHANTRY COURT NTS. Ae f / o Exor. PAv � r�r ''r2 <�i�. our ) Jnr cfa <rrog y �.1141�1`�t -7 1 . ALL MIMtc 0" L L W DOW I NACCIJM "RleE ♦ IT" TM999 PLANS AND TMR CITY C1F FONTANA PUBLIC W01'tK9 DEPARTMENT STANDARD SPEC1i<1CATIONS DA TEO 1973. a B . CONSTRVCT I OR P RM 1 T'S OI IAL L BE OBTA I NIft I RCIM FT*TANA PVL 1 C WORKS DEPARTMENT PRIOR TO THE START OF ANY WORK. S. MANHOLE FRANKS AND COVER! SHALL /E CONSTRt1CTEb 6" 1ORLOW F I N I SHftO PAVEMENT GRADE BY THE (SEWER CONTRACTOR AND !HALL BE RAISED TO GRADE AT THE COMPLETION OF THE PAVING BY THE CONTRACTOR. 4. WATER VALVE COVERS SHALL BE RAISED TO GRADE BY THE PAVINO CONTRACTOR. S. ADEQUATE STAKES SHALL K SET BY ?MR ENOINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 4. THE CONTRACTOR SHALL CONTACT ALL SERVING UTILITY CCMPANIfS F0/1 LOCATION OF EXISTING VNDEROROUND LINES THAT MAY EXIST WHICH ARE NOT SHOWN ON _THESE PLANS BEFORE THE START OF ANY WORK. 7. 09 -BUILT PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTM . S. PAVEMENT SECTIONS SHOWN ARE MINIWN AND SUBJECT TO REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TEST TAKEN AFTER COMPLETION OF ROUGH GRADING. co 19 ac Me * Ex'.3-31-59 OF TSANDERSON ASSOCIATES. INC. 95137 ARROW ROUTE. SUITE "H" RANCHO CUCAMONGA. CAL.. 91730 (714) 980-1211 CIVIL ENGINEERSe LAND SURVEYORSst No. _//_VL Wrr- ------------------------------- -- JOHN T. JUAN RCE 38305 DATE MIDI i •. � �N1111SITE ` r Mia. I. � f�M RI111IIIDIIN M� . -JMVICINITY MAP CITY OF FONTANA PUBLIC WORKS DEPARTMENT ESDRAWN BY: STREET PLAN SCALE e . HOR. DESIGNED BY B PROFILE, BERT. ,-�f- °K�r Y' TRACT N0. 13924 DATE: JOB No. "'�'f'`� DWG. No. SHT. No. �w�► =s�� N 88 -009 APPROVED r IS OF etc CML. ENG INEER . RCE 404b4