The URL can be used to link to this page

Home My WebLink About1415-191517 _e SCALE: I"= 100' 41 z Q /€'t�rJEC'i' S/?'E VICINITY MAP NO SCALE STREET IMPROVEMENT PLANS 57 �3 40 3.> 38 37 3l 35 3¢ 33 32 3/ 30 Z9 ,?8 z7 2(o .2.¢ J� SEE SHE T SHADOW T _ DRI VE V SD 5/ 5.2 53 ff4 43 W ^'� 6 � ted, �4 D p .s15 W 47 A `\ v INDEX MAP TRACT NO,. 12.683 FONTANA, CALIFORNIA R1I „ • R/W rwevefI... vv•m. TYPICAL STREET SECTION NO SCALE (floe"m CONSTRUCTION NOTES AND QUANTITY ESTIMATES NO. ITEM OUANTITY UNIT (s) CO3Y5TiE'L/C7' 2 % "A. C. OVER /2" COMPAOreO N.47"%YE' Std//- .SS; 444 � O CONSTRUCT CONCRETE cmea AND Gdr ae (6"C. r PER Clrr of FQNr4A1A SrA1YDAR.0 4EM11. /o/. 2, 740 �, F 16 C�01Y rxelcr. CONCRETE C!/R,C3 ANO lelMeg lB "C F. R,,E e ClrY OF F0N7'A/YA STA,1/OAR,O 10367A/1- /O/.) .3.9 , '¢ - CONS71?!/C7' C011CIZ0re Cl1Ra /4N0 G!/treR (6"C -o=- rRAN0171-01y ro 0"O, pate 017-oao =A011rdW.4 5ZO- 4erio /38 ,G.F 0 COW-VIlOT S7A- y ?AR.0 CRO55 CL/?"/" iE?.4N0 SPA/'/,DOPE' C/?"Y OF FONTff/Yof D=5-r4l C 770 5, CO/Y.5T/E'l/Cr 7'1i11C/C' COAICRETE v6/10.eWWX f'Y/O771 Qiy,O LD�CAT/ON PE�e P.CQN. 1,2, 7.5 go 7 4a/!1.6T YAL t/E C0Y��,5 ;''D 11,6W 61e4,0AT 8 ADt/U✓i" /Yl"AMO COYjCRv 7O 49R., -WA =_ RoZe,06" /L /09 8 9 CONSrRvcr RAn�P�A cu/�,e R.E'7'�/�N P��C�rr c� FOiV?A/YA �.4=4 RV 4515741Z /0-0 A . 0'A APF,,, VXE EX/5T%N6 CURS 40e 4'u?"T4 4e W&��G. _ _ . c�N,�r�eu�r�. C. OY.Er@,CAY .4/Y,ra F�i9T�E/P�I✓ �'Ql//�'F.,e7. ._ .. _ . _ . ��' STORM DRAIN QUANTITY QFESSlp EXP/APES 3-3/-8g No. 14376 GENERAL CONSTRUCTION NOTES 1. 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. 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 EXCEPT WHERE OTHERWISE NOTED. 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 VERTF-Y-ING JHE ACTUAL LOCATION AND ELEVATION IN THE FIELD. 9. ALL MANHOLE FRAMES AND COVERS SHALL BE CONSTRUCTED 611 BELOW FINISHED GRADE BY SEWER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 10, ALL VALVE CANS 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. 11. REFER TO CITY OF FONTANA,_ UNDERGROUND UTILITY LOCATION STANDARD DETAIL 129. 12. THE CONTRACTOR(S) SHALL 000RDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED T0, GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, LANDSCAPING, LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC. 48 -HOURS PRIOR TO EXCAVATION NEAR THEIR FACILITIES, NOTIFY: 13. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY OF FONTANA. 14.' TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH 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. 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 (S) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS, TRENCHES LESS THAN FIVE (S) FEET IN bEPTH 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. AS BUILT PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR. ITEM QUANTITY UNIT (s) eMff INLET RE,f STD. /?/ ( W= 4' U= ?. 5') � is mlfg /l Y7 PER fTD. 12/ (W =4' V=31) 16 CONSTRUCT lB" R.C.P. ('IASs 3 200D 38 .f. /7 COlUSTRUC T P11 RKWA y U/UDff M PER IOfT,41Z 01YJhT 4 2 fA 0 Nos- QFESSlp EXP/APES 3-3/-8g No. 14376 GENERAL CONSTRUCTION NOTES 1. 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. 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 EXCEPT WHERE OTHERWISE NOTED. 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 VERTF-Y-ING JHE ACTUAL LOCATION AND ELEVATION IN THE FIELD. 9. ALL MANHOLE FRAMES AND COVERS SHALL BE CONSTRUCTED 611 BELOW FINISHED GRADE BY SEWER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 10, ALL VALVE CANS 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. 11. REFER TO CITY OF FONTANA,_ UNDERGROUND UTILITY LOCATION STANDARD DETAIL 129. 12. THE CONTRACTOR(S) SHALL 000RDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED T0, GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, LANDSCAPING, LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC. 48 -HOURS PRIOR TO EXCAVATION NEAR THEIR FACILITIES, NOTIFY: 13. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY OF FONTANA. 14.' TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH 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. 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 (S) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS, TRENCHES LESS THAN FIVE (S) FEET IN bEPTH 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. AS BUILT PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR.