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Home My WebLink About1719-1Q VOTAV��4w X � S if IR IE IE if II nh� Ip IR �� V IE nti� IE �I if Ip LA �I S a �' PRO ECT11 IF �O Nrs�It AN A� �, IC A� IL II IF IU IR �I II A ACZY,4)eA11V0 CIO VICINITY MAP NO =°°Lf TRACT N0. 14220 b� l6 2 4 5 1 �/a� l0 SBC.f 6 �.8 8 9 Io sy Ii 12 13 E 14 I5 NO 16 64M V a• s'4 N Qo= '�' s _ ROQUE ROAD rl p U 630 0 �1 62 c.s W 65 66 67 �� 68 69 W� Q .115 114 � 70 71 72 �> 61 113 112 lll� ?3 74 � Q 110 109 60 SEE 75 O. 20 DCANA59 76 1 OURT tK 21 58 O' 77 S 7822 4( 57 ��/ J 103 Ip 105 79 � 23 � 1 � 56 -106 102 101107 108 8p 24 Q, 55 1001 �. 2 / 99 81 � / 5 54 __ � Sy 98 26 � E /Vp SOR 5 82 1 IA COU 27 53 ,z RT 83 / w � 28 52 � v 8 51 J� 96 4 8 5 � 29 1 S 95 co/ �I tiT � 0 � Q 3o ROAD 94 J � 86 5 � GA O � � 9731 87 � � NO 93 88 � � V 49 50 .� `5 92 QR 32 � 89 � '� 91 90 33 � Q � 48 34 a O 35 / 47 _ 36 � 37 38 1 46 41 40 39 45 44 43 42 INDEX MAP SCALE: I"= 100' 51 4151 45 I ,4C PWJ,,f5:xtCQ r- G'CGi.PBr� �UTlE.e G'C!/�B �`-� �_ �` • -cam J7' /Z"Eo.� iPi��7�U 2 57' .c%F7%✓� s�/� 7`C= 0-1- ---'>7/ T.I. = 5.5 TYPICAL STREET SECTION (6"CF) STORM DRAIN QUANTITY ESTIMATES ITEM QUANTITY UNIT 0 INSTALL 18" R.C.P CL. IV. 161 LF S.F. INSTALL 30 R.0 R CL. IV. 32 LF. @ CONST. M,H• NO. I PER L.A.C.FC.D. STD. 2-D 102 I EA. 0 C64ST. C.B. NO. --3 PER LA.C.FC.D. STD. 2--DI62 3 EA. i9 CONST. CONC. COLLAR PER L.A.C.F.C.D. STD.2-03 3 1 EA PAVING NOTES ACTUAL THICKNESS OF BASE MATERIAL TO BE DETERMINED BY SOIL TEST AND RECOMMENDED BY THE SOILS ENGINEER R. VALUES, SAND EQUIVALENTS AND STRUCTURAL SECTION OF STREETS SHALL BE SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES AND SWALES FROM UNDERMINING STREET IMPROVEMENTS UPON INSPCTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY GUNITE SWALES, ENTERING OR LEAVING IMPROVEMENTS. CONSTRUCTION NOTES AND QUANTITY ESTIMATES NO. ITEM GRANTITY UMT lO CONSTRUCT 3 A . C . OVER 1 ,) " COMPACTED NATIVE SOIL. 105547 S.F. 2O CONSTRUCT CONCRETE CURB AND GUTTER (6"C.F. PER CITY OF FONTANA STANDARD DETAIL 101). 5851 L.F. HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, IMDEMNIFY, 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 O5 CONSTRUCT STANDARD CROSS GUTTER AND SPANDREL PER CITY OF FONTANA STANDARD DETAIL 104. 1534 S.F. OCONSTRUCT 4" THICK CONCRETE SIDEWALK WIDTH AND LOCATION PER PLAN. 23403 S.F. ARE NO EXSISTINO UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES 8O ADJUST MANHOLE COVERS TO GRADE PER DETAIL 109. 11 EA. OCONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA STANDARD DETAIL 104 A. 8 EA. v 14 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY nF FONTANA STD. DET. 102-A. 115 EA. Sohl UM r -AMP -~ /NS74.LLED 13`rV NOTE: TRANSITION DOES NOT CHANGE TYPICAL STREET SECTION REMAINS PER STANDARD SHOWN AT LEFT (F . L TC -0.57) GRADE BRAKE OCCURS ON CURB PROFILE ONLY. 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 A 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 ANY WORK. 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. ii. 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 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 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 IN 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 18 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 C I TY' S I NSPECTOR. 21. SEE PAVING ROTES HEREOu. 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. BACKF I LL MATER I ALS TO HAVE A S. E. OF 30 ( M I N) AND M I N. COMPACTION OF 90%. l 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 CONSTRUCTI&--OF THIS PROJE-Cl, INCLUDING SAFETY FOR ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY=.AND NDT_BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, IMDEMNIFY, 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 EXSISTINO 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 � Exp,,� � STRUCTURES. v l