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HomeMy WebLinkAbout969-10 .11, MA i ser ff1EE T #o. s -f7 If V #mqrUwe $CAGE - i Is 000' No. avPF=lMATE--QUANTIM D QUANTITY I. 3" A.C. ON 6" C.A. PER CITY OF FONTANA STANDARDS 114,512 S Q, FT. I 2. 2 1/2" A.C. ON 4" C. A. S. PER CITY OF FONTANA STANDARDS ( INTERIOR STREETS) 91,108 $Q. FT. 3: VARIABLE THICKNESS (1" MIN) CAP OVER EXISTING PAVEMENT PER CITY OF FONTANA STANDARDS 19,350 $Q. FT. 4. 8" CURB & GUTTER PER CITY OF FONTANA STD. DET. 101 41493 L. FT. 5. 6" CURB R GUTTER PER CITY OF FONTANA STD. DET. 101 4,528 L. FT. 6. CROSS GUTTER, SPANDRILL AREA, AND CURB PER CITY OF FONTANA STD. DET. 104 2,475 SQ. FT. 7. JDRIVEWAY ENTRANCE PER CITY OF FONTANA STD. DETL03 W=ld 9 460 SQ. FT. S. I P C. C. SIDEWALK PER CITY OF FONTANA STD. DET. 105-A 20,648 SQ. FT. 9. ROADWAY EXCAVATION 12 000 CU. YDS. 10. A.C. DIKE PER SAN B ER NARDINO COUNTY STD. N0. 11 T I 2 5 5 L. FT. 11[Ad. 24" 0 R.C.P. D-1500 156 L. FT. 3Q" 0 R.C.P. D-1500 145 L. FT. R.C. OUTLET SOX STRUCTUR 135 L. FT. iz" 0 OCA ©��ooh o a r .. >,r�c a 1o4 L.FTCarb /n/,e191rx tj� 51a.1 Awl-ai/ N' !2/ /G . Giscfia 91mei`aln .311V aelaw/ Nit 114 sEr sHEEr No. r w AfARLAY AVE. SL Coh7mm o- R/w 1 CONSTRUCT IMPROVEMENTS AS CALLED OUT BY TYPICAL SECTION CONSTRUCT 3" A. C. 601 COMRNCTED NATIVE OCONSTRUCT 2 1/2" A.C. ON ar IPAt tED NMWF- 4. CONSTRUCT VARIBLE THICKNESS (1" MIN) CAP OVER EXIST. PAVEMENT PER CITY OF FONTANA STDS. 5. C�NVSTRUCT w CURB & GUTTER PER C I TY OF P'ONTANA STD. DEI'. 101 6. CONSTRUCT 6" CURB & GUTTER PER CITY OF FONTANA STD. DET. 101 7. CONSTRUCT CROSS GUTTER, SPANDRILL AREA, AND CURB PER CITY Of FONTANA STD. DET. 104 8 CONSTRUCT DRIVEWAY ENTRANCE PER CITY OF FONTANA STD. PET 103 Wo 16' c a► e ! rr oI///v 1' M F 014 w w JW def. It,0 'c O-Z&V PhJi,S*r- R/T �/mac �A"C��l5Od1.)j91���irAW 0.567*fZiw elle" ,d �► et*"+z1e1 4v4 AlelAkAVI&IC Pef el* 41AAf *01f 13 CONSTRUCT P. C. Cr SI DEWALX PER CITY OF FONTANA STD. DEET. 10-5-A. 115 CONSTRUCT RAMPED CURB RE TLJ R'N PER CITY OF RORTANA STO DET. 10 4 - A . CONSTRUCT A.C. DIKE PER DETA1iL Tfils SHEET. lN'y'rALG*.f80d LUIS�I /v TJ.�JP.�[ /�?.d< �►1 . "T &--I =/,W. [ /�`?'D�L 6i 14 ' 1 1 , � lar Id 1 0 1 "_ Io LILA 14"= I# Ii VDEMLK 13 IOEWA K M O CUR FUTTT�R Cul" �. GUTTER • GU TYPICAL SECTION SCALE ~- NONE CALABASH AVENUE 610, w 1 1 � 0.,v jr EXISTING IMPRO MENTS XO1 4'2 1 _ LEWL LII .as 4 /[ LOGE 1/4 ".= 1' IDEWALK �" L.O�% � °✓offZ:: if e CURS I VAl RIES 2 e CURB S GUTTER GUTTER 2.02% - L;as% TYPICAL SECTION' SCALE -- NONE EL CAVENUE GENERAL NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND TME CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS DATED 1975, 2. CONSTRUCTION PERMIT'S SMALL BE OBTAINED FROM- THE FONTARA PUBLIC, WORKS DEPARTMENT PRIOR TO THE START OF ANY WORK. 3. ALL EXISTING MANHOLES TO B'E ADJUSTED TO FINISH GRADE BY PAVING CONTRACTOR PER CITY OF FONTANA STANDARDS AND CHINO BASIN MUNICIPAL WATER DISTRICT STANDARDS. 4. ADEQUATE STAKES SHALL BE SET BY THE .ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. S. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWERPOLES, WATERMETERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES, ETC. SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERRING WITH CONSTRUCTION, SHALL BE RELOCATED BY OTHERS; IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. TE 6. WATER VALVE COVERS SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR I fRANIr TRAC OAO /r.�E. 1144? &Art .LOCA ROA/ MAD R,TR14Cs &TRt'yY,INC. A10 sc,4LE FnCIVIL N INEERI TYPICAL SECTION SCA Lc -NONE RANCHERO DRIVE Fj �+ — . SAN TYPICAL SECTION et,Lc-Noxe OVERLAND DRIVE. COUNTRYSIDE DRIVE E b 1 1 n� vElrTs114 Ilia I� + LEWL Uff .1st I. f 2 e" CURS • NJTT[R d' CUR!! • GUTTER -- TYPICAL SECTION SCALE NONE MA R LAY AVENUE so lot . SMOOTH JO 4 2 41L DIKE SMALL BE CONSTRUCTED OR v # to TYPE S ASPHALT CONCRETE ° EXIST. PAVEMENT. DETAIL 8 A.C. DIKE & MATCH EXIST. .a. TYPICAL SECTION ' SCALE - NONE MULBERRY AVENUE L � 14:�* 5 SJDC AALK ENGINEERS NOTICE TO CONTRAgIORS i THE EX I STENCE AND LOCATI ON OF ANY UNDERGROUND UTI L I TI ES OR S1'fRIA"."ES SHOWN IN THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR MOMII_ EDG E, THERE ARE NO EXISTING UTILITIES E X CEFWT 4 THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQU I RED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. IW CONTRACTOR AMIREES THAT HE SHALL AS S UIIir1E SOLE AND COMPLtTE RESPONS I S I L I TY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, I NCLIJD I NG SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIR EMENT SMALL APPLY CONTI NUOUSLY ANb NOT BE L IMI TEED TO NORMAL WORKI NG HOURS: AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FMN THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. f