The URL can be used to link to this page

Home My WebLink About1724-191517 1 R/W Le QUANTITY -UNIT r CON, MACr 2A2 "A. c. 0WR /e„ COMPAC r�,o /Y, M,6 5011- 74, SDD .5.,F Q CON.62`1evcr CONCRerE ca2a 41Yo Gdrreie 3409 Z,o. 4 C/rr OF FON7"ANA .5rAN,0AR0 Z2,ffM11- /0/`). EA.CDAISTRLIeT Pn24 U.S. HWY. /O P C/?'Y' OF ,=O/Y7"A/Yfl .STA/'/DARED 0x=.74-11_ /O/.) SLOVER L, f. AV6NUB calls72ucr conlcRare cvR,a 4No oarre/z Z L • f. � Z U/PVPA 60 a' A�EN/!E Colys r errc r ,eA/Fie1c,4,0� P•E/F C17 -r oma- Q coN_9rerrcr�" 75VCA:� CoAlC2Ere 514QCWA44� PY/arH /79150 .Sp A C. owt r 1s*r 7 A,/4/57- VAL d/e COY. --,V,5 7-0 11,6W (9,eAOe 46A• W A lass IwAl1�i�-me com les rO OveA. ,6 P, R,0,e741G /09 u 6 ' F+�NlA/YA 5"I.9/YD•9RD ,DE'TA/� /O� A . �''+ . PROJECT SITE . ,'•.'•••�•�� • • 11;11 �. �'..1 j,• VICINITY. MAP .. 2 NO SCALE �`/MPR�VEMENT.� R/W STREET IMPROVEMENT PLANS TRACT, NO 12687 -1 CALIFORNIA ILi�e SCALE: 1' 100, n 0 a CONSTRUCTION NOTES AND QUANTITY ESTIMATES N0. Le QUANTITY -UNIT r CON, MACr 2A2 "A. c. 0WR /e„ COMPAC r�,o /Y, M,6 5011- 74, SDD .5.,F Q CON.62`1evcr CONCRerE ca2a 41Yo Gdrreie 3409 Z,o. C/rr OF FON7"ANA .5rAN,0AR0 Z2,ffM11- /0/`). EA.CDAISTRLIeT Pn24 Cv&5rReICr. CONCRerE c411?0 AN,o ounreg (g"c P RwRz P C/?'Y' OF ,=O/Y7"A/Yfl .STA/'/DARED 0x=.74-11_ /O/.) 269 L, f. 0 calls72ucr conlcRare cvR,a 4No oarre/z /82 L • f. 26 rRAN.6/r/o1Y ro 8 **"Co-` la4eR c/T1roF,aoMr,41111 .6ro. ,o,'T/d 60 Lf Colys r errc r ,eA/Fie1c,4,0� P•E/F C17 -r oma- coN_9rerrcr�" 75VCA:� CoAlC2Ere 514QCWA44� PY/arH /79150 .Sp A C. owt r 1s*r 7 A,/4/57- VAL d/e COY. --,V,5 7-0 11,6W (9,eAOe 46A• 0 A lass IwAl1�i�-me com les rO OveA. ,6 P, R,0,e741G /09 "Illy ' F+�NlA/YA 5"I.9/YD•9RD ,DE'TA/� /O� A . �''+ .• . IMi' •• .••• '�.• . ,'•.'•••�•�� • • 11;11 �. �'..1 j,• 2 /p"COis-1p,��T�'D � �`/MPR�VEMENT.� Z TYPICAL STREET LECTION NO: SCALE STREET IMPROVEMENT PLANS TRACT, NO 12687 -1 CALIFORNIA ILi�e SCALE: 1' 100, n 0 a CONSTRUCTION NOTES AND QUANTITY ESTIMATES N0. IT E M QUANTITY -UNIT r CON, MACr 2A2 "A. c. 0WR /e„ COMPAC r�,o /Y, M,6 5011- 74, SDD .5.,F Q CON.62`1evcr CONCRerE ca2a 41Yo Gdrreie 3409 Z,o. C/rr OF FON7"ANA .5rAN,0AR0 Z2,ffM11- /0/`). EA.CDAISTRLIeT Pn24 Cv&5rReICr. CONCRerE c411?0 AN,o ounreg (g"c P RwRz P C/?'Y' OF ,=O/Y7"A/Yfl .STA/'/DARED 0x=.74-11_ /O/.) 269 L, f. 0 calls72ucr conlcRare cvR,a 4No oarre/z /82 L • f. 26 rRAN.6/r/o1Y ro 8 **"Co-` la4eR c/T1roF,aoMr,41111 .6ro. ,o,'T/d 60 Lf Colys r errc r ,eA/Fie1c,4,0� P•E/F C17 -r oma- coN_9rerrcr�" 75VCA:� CoAlC2Ere 514QCWA44� PY/arH /79150 .Sp 7 A,/4/57- VAL d/e COY. --,V,5 7-0 11,6W (9,eAOe 46A• 6 A lass IwAl1�i�-me com les rO OveA. ,6 P, R,0,e741G /09 ' F+�NlA/YA 5"I.9/YD•9RD ,DE'TA/� /O� A . GENERAL CONSTRUCTION NOTES 1. THE CONSTRUCTION OF ALL- PUBLIC IMPROVEMENTS SHALL CONFORM TO TMESC PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD SPECIFICATIONS] PUBLIC WORKS DEPARTMENT, CITY OF FONTANA. REFER TO DEFINITIONS AND TERMS IN CITY ST'ANDAkD 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 VERIFYING THE ACTUAL LOCATION PND ELEVATION IN THE FIELD. CONTRACTOR SHALL CALL EACH UTILITY PRIOR TO ANY WORK. 9. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED 611 BEL04� 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 611 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 COORDINATE 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 CONTROLS_YS_TEMS, 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, 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. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS-._ 18. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAS BEEN PLACED, INSPECTED AND APPROVED. 19. 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 IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 20. 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. 21; NO- `TR'ENCU BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE C X TY -+'S INSPECTOR . STORM DRAIN QUANTITY ITEM QUANTITY UNI T CONSTRUCT DROP INLET W= I0' (PL'R CITY STD, /2/) / IC C0NST1 &CT DROP.1JVL7 W:5" (PER C17 T SIN. 3 EA. TRUC'T 11/100ZE (PER CITY STD. /IZ� EA.CDAISTRLIeT Pn24 JdAlfflON STIP l'ER DlTAIL ON SHT ND 4 C0N5TfUCT ?4" R. ff. ?OOa/J CZW55 Z 269 L, f. 0 e0N5TIfffT 2111 9(,P 200,61 UCAS- IV 40 L • f. 26 eJ A15TIP fT H • e P 200O1I L 60 Lf