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Home My WebLink About1764-1sir W 10 dr N /IV )=WY sLOv�oT r h X u telvelmQ �/YENUE h N11 I A111 P.�iO.E iPO�t _ _ .�'oN AE,P�Y�4RG1�iY0 CO. /YERS/OE CO VICINITY MAP NO SCALE l 20GU• w� c OG'CI�.P•s r� �UTlE.e �F�Ro�yF S 1f IR iu lull II nh1 11D IR fu V ju A�i lu 11f IF IL A Nr,� Ns IF it) rNs.-� I[- A I A ,, IC A IL II lifUOI�I II A .,,) I - -- ) ;�) TRACT N0. i am aye n39 UD alu s . d u w1ja --- Y1Dm DIDD 21®a I TV SOB 719 33 D 900D 23111 �Da - � 22f) D o22 z Q Sao Aof- moo DYF \ w X71 v. a - D 71 D D IIID _2.,`-_- - 0_i3� A�4 Dmoo D mID .,J 7�4 n Icy w I as D IBM D mm min9111mDmm Dma U _ N� DmID _SEE SHT. 2 RQq® �jt D ID D D mQ \\ n mn EA LCA LA CT /Z"Eo•tiP�t��p 2 G'Cmeg Garr�� .c%47 %✓� ��i� �C = - 017/ v.57' TYPICAL STREET SECTION (6"CF) 1 : -_/ INDEX MAP 14221 ITEM I - 4 MPROVEMENTS I OCONSTRUCT \l i 188),300 :4 (JJJJJJ R/W - 1 OCONSTRUCT 5 I0' DWG. 2 - D102 PER CITY OF FONTANA STANDARD DETAIL 101). , L.F. 25 CONCRETE CURB AND GUT'iER (8"C.F. E A. 25' W= 14' V= 4'. WITH LOCAL DEPRESSION PER PER CITY OF FONTANA STANDARD DETAIL 101). 1,570 un 18 CONSTRUCT CONCRETE CURB AND GUTTER (6"C.F. 18 7' TRANSITION TO 811C.F. (� 2 S' 4.5' 8' 10 217 --10' 8' CONSTRUCT STANDARD CROSS GUTTER AND SPANDREL' C� PER CITY OP FONTANA STANDARD DETAIL 104. 2)095 S.F. OCONSTRUCT 4" THICK CONCRETE SIDEWALK WIDTH 14221 TYPICAL STREET SECTION (8ItCF) N T S CONSTRUCTION NOTES AND QUANTITY ESTIMATES ENO: ITEM I - 4 MPROVEMENTS UNIT OCONSTRUCT R/W i 188),300 :4 16 R/W - S.F. OCONSTRUCT 5 I0' DWG. 2 - D102 PER CITY OF FONTANA STANDARD DETAIL 101). , L.F. 25 CONCRETE CURB AND GUT'iER (8"C.F. E A. 25' W= 14' V= 4'. WITH LOCAL DEPRESSION PER PER CITY OF FONTANA STANDARD DETAIL 101). 1,570 7' 18 CONSTRUCT CONCRETE CURB AND GUTTER (6"C.F. 18 7' TRANSITION TO 811C.F. (� 2 S' 4.5' 8' 10 217 --10' 8' CONSTRUCT STANDARD CROSS GUTTER AND SPANDREL' _ 4.5 2.5' PER CITY OP FONTANA STANDARD DETAIL 104. 2)095 S.F. OCONSTRUCT 4" THICK CONCRETE SIDEWALK WIDTH AND LOCATION PER PLAN. 42650 ) LEVEL LINE CONSTRUCT RAMPED CURB RETURN PER CITY OF 90 FONTANA STANDARD DETAIL 104 A. 14 0.20' 0.20' Old Slope 1/4" I EA. 4-41(a44@) I� •�� 4 + SIDEWALK O 6 SIDEWALK . ,. 4 1 AC PAVEMENT 9 8 CURB 9 GUTTER TC = E + 0.10 1 12" COMPACTED 8" CURB 9 GUTTER OTC = 0 10' FL =' 0.37 NATIVE SOIL _+ FL = j - 0 57' TYPICAL STREET SECTION (8ItCF) N T S CONSTRUCTION NOTES AND QUANTITY ESTIMATES ENO: ITEM I - QUANTITY UNIT OCONSTRUCT 3 MIN- A.C. OVER 1 ;' " COMPACTED i 188),300 :4 16 NATIVE SOIL. 17 S.F. OCONSTRUCT CONCRETE CURB AND GUTTER (6"C.F. DWG. 2 - D102 PER CITY OF FONTANA STANDARD DETAIL 101). 8a61 L.F. OCONSTRUCT CONCRETE CURB AND GUT'iER (8"C.F. E A. 18 W= 14' V= 4'. WITH LOCAL DEPRESSION PER PER CITY OF FONTANA STANDARD DETAIL 101). 1,570 L.F. 4\ CONSTRUCT CONCRETE CURB AND GUTTER (6"C.F. EA. CONSTRUCT C.B. NU.3 PER L.A.C.F.C.D STD. DWG. TRANSITION TO 811C.F. 2-D163 W=21' V=5.5' WITH LOCAL DEPRESSIUN PER 217 L.F. O5 CONSTRUCT STANDARD CROSS GUTTER AND SPANDREL' PER CITY OP FONTANA STANDARD DETAIL 104. 2)095 S.F. OCONSTRUCT 4" THICK CONCRETE SIDEWALK WIDTH AND LOCATION PER PLAN. 42650 ) S.F. CONSTRUCT RAMPED CURB RETURN PER CITY OF 90 FONTANA STANDARD DETAIL 104 A. 14 EA. CONSTRUCT RESI[1_N1*IAL DRIVEWAY PER CITY OF 14 O FONTANA STANDARD DETAIL 102_ A. 217 EA. 4-41(a44@) STORM DRAIN QUANTITY ESTIMATES N0. ITEM QUAN . UNIT 15 INSTALL 24" R.C.P. , CLASS IV 26 148 L. F L.F. 16 INS"iALL 30" R.C.P., CLASS IV 17 CONSTRUCT M.N. NO. I PER L.A.C.FC.D. STD. I EA. DWG. 2 - D102 CONSTRUCT C.B. NO. 3 PER L.A.C.FC.D. STD. DWG.2-"63 I E A. 18 W= 14' V= 4'. WITH LOCAL DEPRESSION PER L.A.C.F.C_D._STD. _ DWG. 2`D88 CASE 'C" -- I EA. CONSTRUCT C.B. NU.3 PER L.A.C.F.C.D STD. DWG. Iq 2-D163 W=21' V=5.5' WITH LOCAL DEPRESSIUN PER L.A.C.F.C�. D. STD. DWG. 2-D88 CASE "C " ' NOTE: TRANSITION DOES NOT CHANGE TYPICAL STREET SECTION REMAINS PER STANDARD SHOWN ABOVE (F.L.=TC-0.57) GRADE BRAKE OCCURS ON CURB PROFILE ONLY. PAVEMENT NOTES RCTURL TNIGKNFSS OF BRSE MATERIAL TO BE UETERMINED BY 51111_ TF5T faNP RFCOMrnEN[JFP BY TUE F3UIL5 FIUGIIUEER R. VALUE Uj 51`111JD EQUIUAI.FIl1T-!j IlaIU mgnu TUFik 5eeTl[7EU OF srRFf-T-q 5HgLL EiE SLlamlrr!-_p 'm TNr. ['ITy OI: F-taNTilllin 111M I1PnRavgl_ UPQfU CDMPr_ETIQftl OF RpIJr�N bgAQITtJh- PARF 511I1ULO RF _fPKt_=N -rD FI>j1-vFNj- f_ f�Uaf-S , 1xI-r.Nf:-:a fume v lit [jIj:1i f'f1GJm UrupeRMIN111113 5TREFT IMPRavr1Y1FfUT-9 UFInnJ IrUHfaFI:TIa[U DE TIt•�. UITY FPdbINFCR IrIAY_4AEP 11RE T4r1PORAPtti' M11NITF 5iwfl .E-ra, NT�fiINt� t1F t_�Rr111>JI� 1rV1{��nVf~N1I�fUTS, GENERAL CONSTRUCTION NOTES: i. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD SPECIFICATIONS, PUBLIC WORKS DEPARTMENT, CITY OF FONTANA. REFER TO DEFINITIONS AND TERMS IN CITY STANDARD SPECIFICATIONS, DATED 1975. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. 3. STATIONING REFERS TO THE CENTERLINES OF STREET. 4. CURB DATA REFERS TO THE FACE OF THE CURB. 5. ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. 6. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TEST TAKEN AFTER COMPLETION OF ROUGH GRADING. 7. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS. 8. EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD. CONTRACTOR SHALL CALL_ EACH UTILITY COMPANY PRIOR TO E LINSTRUCTIUN . 9. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED 6' BELOW FINISHED GRADE BY SEWER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 10. ALL VALVE FRAMES AND COVERS SHALL BE CONSTRUCTED 6' BELOW FINISHED GRADE BY WATER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. iL REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD DETAIL 129. 12. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMRPOVEMENTS INCLUDING, BUT NOT LIMITED TO GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, LANDSCAPING, LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC. 13. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY OF FONTANA. 14. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM WITH THE CITY OF FONTANA STANDARD DETAILS AND DETAILS HEREON. 15. CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE SPECIFICATIONS, AND WHERE THERE IS OR MAY BE A CONFLICT SHALL IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT TO THE OWNER'S REPRESENTATIVE. 16. STERILANT REQUIRED UNDER ALL A. C. PAVEMENT. 17. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAS BEEN PLACED, INSPECTED AND APPROVED, 18. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL -BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE (5) FEET 1N DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 19. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 6 ABOVE FROM CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. SEE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION 306-1.1.6. 20. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY'S INSPECTOR. 21. JEE PHVEIVIFIAff [UHTES PBIIUF. 22. ADEQUATE STAKES SHALL BE -SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 23. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORKING AROUND THEIR FACILITIES. 24. ALL BACKFILL TO BE CERTIFIED BY SOILS ENGINEER. 25. BACKFILL MATERIALS TO HAVE A S. E. OF 30 (MIN) AND MIN. COMPACTION OF 90%. PRIVATE ENGINEERS NOTICE TO ALL CONTRACTORS THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION -OF THIS PROJE-C7, INCLUDING SAFETY FOR ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLYL:-AND NDT_BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, 1MDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK OM -THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. THE EXSISTANCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS' ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS . TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXSISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED 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.