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Home My WebLink About1564-1Lm W Q pp �� ,%#4 0777 J ., 3G, - 10 - • f3 !4 fo"w -- -- ° —>o''w coNsmucriw NorEs T -- X07 3'y /V U -UJ 6W GENERAL NOTES y 4 k �o �• X x M E,1'/ST /6 "'Ir�ATfR �gp V. 9 20 6"w �Zw Ex/sr A. 0 PAVE NT - 20 "Al W 6"',W t0.10;0Q01 p�1144Q o N - - -- - - - - - - - - - - - - - - - 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLAN AND THE STANDARDS AND Q �� SPECIFICATIONS OF THE CITY OF FONTANA, CALIFORNIA. WAYNE R.,•��, lO CONSTRUCT �- M! N. A : C. PA VEMENT 0 VER 12 COMPA C TED' � NATIVE SO 2. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO HENDRIX �' O a a ~ N �� p IL PER TYPICAL SECTION HEREON. �V N o �6 CONSTRUCT WORK TO PLAN CRADE, 2. CONSTRUCT 8 " P. C. C.V®. 34790 � ►� CURB AND GUTTER PER ClCI TY OF 3. MANHOLE FRAMES AND COVERS AND CLEANOUTS TO BE CONSTRUCTED BY SEWER y ce) O CONTRACTOR 6" BELOW FINISH STREET SURFACE AND UPON COMPLETION OF V FONTANA STANDARD NO. I O I , coN � PAVING CONTRACTOR SHALL RAISE THEM TO FINISH STREET SURFACE. 3• CONSTRUCT 4 " P. C. C. SIDEWALK. 4. A PERMIT FROM THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT WILL BE REQUIRED CIVIL THE CITY RIGHT CONSTRUCT DRI VEWA Y -ENTRANCE PER CITY OF FONTANA 4. PRIOR TO THE BEGINNING OF ANY WORK OR CONSTRUCTION WITHIN T c �al,� OF WAY OR PROPOSED CITY RIGHT OF WAY. ` Q O STANDARD NO. 102-C. 5. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, AND ALL TELEPHONE OR POWER POLES, WATER METERS, VALVES OR HYDRANTS, IRRIGATION STRUCTURES, ETC., SHOWN 5� OVERLAY EXISTING PA VENENT, I " MINIMUN THICKNESS. OR NOT SHOWN ON THIS PLAN, AND LOCATED WITHIN AREAS TO BE IMPROVED, AND EXPIRATION DATE INTERFERING WITH CONSTRUCTION, SHALL BE IMPROVED, AND INTERFERING WITH 6. INSTALL CAL TRANS CLASS 1 TYPE "G��MARffERS � 20 � O• C. __ CONCERNED. SHALL BE THE OWNER'S RESPONSIBILITY TO NOTIFY ALL AGENCIES $�PTEMDE,.R 3011-901 - O . IA L DER AVENUE 7. EXISTING TREE TO BE REMOVED. 6. THE SEWER CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR LOCATION AND PROTECTION FROM DAMAGE, ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES GENERAL NOTE'S CONT. WHETHER SHOWN ON THIS PLAN OR NOT. O EXISTING TREE TO BE REL OCA TED . �- 7. THE SEWER CONTRACTOR SHALL FURNISH THE CITY OF FONTANA AN "AS BUILT" PLAN. II. NO LATERALS SHALL BEPLflCED UNDER 0R/vZ-W1fvS- OLX15 TING WA TER METER TO BE REL OCA TED. V 8. ALL 4" CONNECTING SEWER SHALL BE CONSTRUCTED ON A MIN. GRADE OF 2% FROM QQQ_j THE MAIN SEWER TO PROPERTY LINE. EXISTING V 9. THE SEWER CONTRACTOR TO CHISEL "L" IN CURB AT THE LOCATION OF THE LATERALS. u J,/f�// j5e/�' C/ , A btfs D// CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA 10.TERMINATE ALL 4" CONNECTING SEWERS AT PROPERTY LINE WITH A PLUGGED 4" X STANDARD O 1 4 WYE, WITH Y BRANCH UP. /°ff. NA/L /N TOP OF SOC/T// CURB Of O12. PRIOR TO SEWER LATERAL INSTALLATION, A STREET CUT 011.ACTUAL THICKNESS OF BASE MATERIAL AND/OR A.C. PAVEMENT TO SOIL TEST AND RECOMMENDED BY THE SOILS ENGINEER "R VALUES" BE DETERMINED BY SAND EQUIVALENTS M//LER 09,#4FSTOfSOUTf/6VESTRETURN ' . OF FONTANA. AND STRUCTURAL SECTION OF STREETS SHALL BE SUBMITTED TO. THE CITY • OF a°o rt I v ,,4 ZlqJ FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. C/TY 01"FONMNA ORWIN6//0907 '��'PAR 22,000 H12512.THEINCITYECASONREQUIRED BYSHOWNESOILSMUM TESTNTA[CENJAFTERTCCOMPLETION Q Q EACH ORNAMENTAL POLE STREET LIGHT. 3 Q Q is �61�F. -"^.pr C, d 6"w �Zw Ex/sr A. 0 PAVE NT - 20 "Al W 6"',W t0.10;0Q01 p�1144Q o N - - -- - - - - - - - - - - - - - - - 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLAN AND THE STANDARDS AND Q �� SPECIFICATIONS OF THE CITY OF FONTANA, CALIFORNIA. WAYNE R.,•��, lO CONSTRUCT �- M! N. A : C. PA VEMENT 0 VER 12 COMPA C TED' � NATIVE SO 2. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO HENDRIX �' O a a ~ N �� p IL PER TYPICAL SECTION HEREON. �V N o �6 CONSTRUCT WORK TO PLAN CRADE, 2. CONSTRUCT 8 " P. C. C.V®. 34790 � ►� CURB AND GUTTER PER ClCI TY OF 3. MANHOLE FRAMES AND COVERS AND CLEANOUTS TO BE CONSTRUCTED BY SEWER y ce) O CONTRACTOR 6" BELOW FINISH STREET SURFACE AND UPON COMPLETION OF V FONTANA STANDARD NO. I O I , coN � PAVING CONTRACTOR SHALL RAISE THEM TO FINISH STREET SURFACE. 3• CONSTRUCT 4 " P. C. C. SIDEWALK. 4. A PERMIT FROM THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT WILL BE REQUIRED CIVIL THE CITY RIGHT CONSTRUCT DRI VEWA Y -ENTRANCE PER CITY OF FONTANA 4. PRIOR TO THE BEGINNING OF ANY WORK OR CONSTRUCTION WITHIN T c �al,� OF WAY OR PROPOSED CITY RIGHT OF WAY. ` Q O STANDARD NO. 102-C. 5. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, AND ALL TELEPHONE OR POWER POLES, WATER METERS, VALVES OR HYDRANTS, IRRIGATION STRUCTURES, ETC., SHOWN 5� OVERLAY EXISTING PA VENENT, I " MINIMUN THICKNESS. OR NOT SHOWN ON THIS PLAN, AND LOCATED WITHIN AREAS TO BE IMPROVED, AND EXPIRATION DATE INTERFERING WITH CONSTRUCTION, SHALL BE IMPROVED, AND INTERFERING WITH 6. INSTALL CAL TRANS CLASS 1 TYPE "G��MARffERS � 20 � O• C. __ CONCERNED. SHALL BE THE OWNER'S RESPONSIBILITY TO NOTIFY ALL AGENCIES $�PTEMDE,.R 3011-901 - O . IA L DER AVENUE 7. EXISTING TREE TO BE REMOVED. 6. THE SEWER CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR LOCATION AND PROTECTION FROM DAMAGE, ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES GENERAL NOTE'S CONT. WHETHER SHOWN ON THIS PLAN OR NOT. O EXISTING TREE TO BE REL OCA TED . �- 7. THE SEWER CONTRACTOR SHALL FURNISH THE CITY OF FONTANA AN "AS BUILT" PLAN. II. NO LATERALS SHALL BEPLflCED UNDER 0R/vZ-W1fvS- OLX15 TING WA TER METER TO BE REL OCA TED. 8. ALL 4" CONNECTING SEWER SHALL BE CONSTRUCTED ON A MIN. GRADE OF 2% FROM THE MAIN SEWER TO PROPERTY LINE. EXISTING FENCE TO BE RENO VED . 9. THE SEWER CONTRACTOR TO CHISEL "L" IN CURB AT THE LOCATION OF THE LATERALS. u J,/f�// j5e/�' C/ , A btfs D// CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA 10.TERMINATE ALL 4" CONNECTING SEWERS AT PROPERTY LINE WITH A PLUGGED 4" X STANDARD NO. 103. 1 4 WYE, WITH Y BRANCH UP. /°ff. NA/L /N TOP OF SOC/T// CURB Of O12. PRIOR TO SEWER LATERAL INSTALLATION, A STREET CUT 011.ACTUAL THICKNESS OF BASE MATERIAL AND/OR A.C. PAVEMENT TO SOIL TEST AND RECOMMENDED BY THE SOILS ENGINEER "R VALUES" BE DETERMINED BY SAND EQUIVALENTS M//LER 09,#4FSTOfSOUTf/6VESTRETURN ' PERMIT SHALL BE SECURED FROM THE CITY OF FONTANA. AND STRUCTURAL SECTION OF STREETS SHALL BE SUBMITTED TO. THE CITY • OF AT A/DER AVE AND M/LLER AVE PER I FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. C/TY 01"FONMNA ORWIN6//0907 INDICATES INSTALL TWO (2) - 22,000 H12512.THEINCITYECASONREQUIRED BYSHOWNESOILSMUM TESTNTA[CENJAFTERTCCOMPLETION OF OFEVISIONNROUGHROVAL GGRADING. EACH ORNAMENTAL POLE STREET LIGHT. 13.CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES AND SWALES FROM UNDERMINING STREET IMPROVEMENTS UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY zzzwr/0/1/ - u58 - J/ REQUIRE TEMPORARY GUNITE SWALES, ENTERING OR LEAVING IMPROVEMENTS. ills `ljl i� 3LUs?.PRIPAr 1211, 32310 CALIF. 10 c 6w .� ok Iq 1 �� -EX/S'�" 20 "L{/ATER 11 � W � L L /O" CDNC.' bYAJFR L/NE .44 I. Lk� h V O'Z 3 O p a N N, �R p ►� �• `� iNz N ? �7 ® 7 ? 8 ENG I NEER ' S NO TE —TO CON TRA C TOR CONTRACTOR AGREES THAT HE SHALL A SSUNE SOLE AND COMPLETE RESPONSI B 1 L I T Y FOR JOB SITE COND I T IONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, I NCL UD I NG SAFETY OF A L L PERSONS AND PROPERTY ; THAT TH 1 S REQUIREMENT SHALL A PPL Y CONTINUOUSLY AND NOT BE L 1 MI TED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, I NDEHN I F Y AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENG I NEER . i� � B8� 32 44 ' I>' ,34 . fEATHE � '' S EKY/ST. S/DEIYALff � � VARIES2 2 % L EVEL EX/ST/NG 1XVEMENT �J EX/ST/NG CU�QB AND G'C/TTER t TYPICAL SECTION CITY OF FON TA NA ,CAL /FORN/A DEPA RTMEN T OF PUBL IC WORKS RIX ENGINEERING: . DRAWN BY STREET PLAN AND PROFILE SCALE: ASSOCIATES L DB J = 40 255 NORTH " • DESIGNED BY ALDER I /ENUE DATE J SAN BERNARDINO CALIFORNIA • 1016 PARCEL MAP NO. 10810 PHONE5483 CHECKED BY APPROVED Y DWG. Na SHEE T C ty1 L E /y6 l A/EECS/ 5 C¢ ' -..•qimk I i� � B8� 32 44 ' I>' ,34 . fEATHE � '' S EKY/ST. S/DEIYALff � � VARIES2 2 % L EVEL EX/ST/NG 1XVEMENT �J EX/ST/NG CU�QB AND G'C/TTER t TYPICAL SECTION CITY OF FON TA NA ,CAL /FORN/A DEPA RTMEN T OF PUBL IC WORKS RIX ENGINEERING: . DRAWN BY STREET PLAN AND PROFILE SCALE: ASSOCIATES L DB J = 40 255 NORTH " • DESIGNED BY ALDER I /ENUE DATE J SAN BERNARDINO CALIFORNIA • 1016 PARCEL MAP NO. 10810 PHONE5483 CHECKED BY APPROVED Y DWG. Na SHEE T C ty1 L E /y6 l A/EECS/ 5 C¢ '