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HomeMy WebLinkAbout1518B-110 i ii 12 13 14- 1 :,.. U N X W' SCALE I,' 2 z 0. VICINITY MAP CL SAN ,in SELECTED NATIVE SOIL I"' MAX. SIZE COMPACTIFp TO 90% INSTALL 8" VCP SEWER MAINr- 35� 3' JAC IN TO INSTALL 4" VCP LATERAL (TYPICAL) --- N _Z l w 2 w O 2-4, �--- REVISIONS: NO, DESCRIPTION TYPICAL BEDDING FOR 811V.C.P. LESS THAN 10DEEP N.T. S. AVENUE 8VCP. STUB W PLUG 4 � O. -r .xX x X -kx— N 35� WN a 2 c� N F. ♦ to m z O U 8 ENG'RIDATE) APPROVED I DAT E GENERAL NOTES, I. ALL. WORK SHALL BE IN ACCORDANCE WfTI-I THESE PLANS AND THE CITY Or FONTANA,DEPART MENT OF PUBLIC WORKS STANDARD SPECIFICATIONS" DATED 1975. 2. CONSTRUCTfON PERMITS SHALL BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT PRIOR TO THE START OF ANY WORK. 3. ALL 4" HOUSE LA-rERALS SHALL BE INSTALLED ON A 2°16 GRADE UNLESS OTHERWfSE APPROVED BY CITY ENGINEER. 4. TERMINATE ALL 4" HOUSE SEWER LATERALS AT THE PROPERTY LINE WITH A PLUG. 5, SEWER CONTRACTOR SHALL CHISEL AN'*X" IN THE CURES AT THE LOCATIONS OF 'THE LATERALS. 6. MANHOLE FRAMES AND COVERS TO BE CONSTRUCTED BY THE SEWER CONTRACTOR, 6" BELOW FINISHEb GRADE, AND SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR AT THE COMPLETION OF PAVING. 7- ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 8. ORIGINAL MY LAR SHALL BE CHECKED OUT AND WILL BE UPDATED TO "AS BUILT" STATUS BY TH E CONTRACTOR. 9. ALL STATIONING REFERS TO CENTERLINE OF SEWER 10. NO LATERALS SHALL BE PLACED UNDER DRIVEWAYS. II. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES, WA`f'ERMETERS.. VALVES, HYDRANT'S, IRRIGATION STRUCTURES, ETC. SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATEfl WITHIN AREAS TO BE IMPROVED AND I NT ERFEWNG WITH CONSTRUCTION, SHALL BE LOCATED BY OTHERS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. 12. THE SEWER CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXIS17MG UNDERGROUND UTILITIES AND STRUCTURES WHETHER SHOWN ON THESE PLANS OR NOT. 13. THE COI`g1RACT0R SHALL CONTACT U.S.A. DIG ALERT Of AT 1-800-422-4133, 48 HOURS PRIOR TO START OF ANY EXCAVATION. 14. THE CONTRACTOR SHALL OBTAIN PERMIT FROM O.S.H. A . CONSTRUCTION BASE LINE AVE w Q MONT GOM ERY AVE ESTIMATE OF SAN JACINTO AVE O1 8" PROJECT SITE w a RA.MONA AVE © 4" V. C P SEWER LATERAL 75 L.F F. 30 M H PER STD 112 & 109 MILLER .AVE VICINITY MAP CL SAN ,in SELECTED NATIVE SOIL I"' MAX. SIZE COMPACTIFp TO 90% INSTALL 8" VCP SEWER MAINr- 35� 3' JAC IN TO INSTALL 4" VCP LATERAL (TYPICAL) --- N _Z l w 2 w O 2-4, �--- REVISIONS: NO, DESCRIPTION TYPICAL BEDDING FOR 811V.C.P. LESS THAN 10DEEP N.T. S. AVENUE 8VCP. STUB W PLUG 4 � O. -r .xX x X -kx— N 35� WN a 2 c� N F. ♦ to m z O U 8 ENG'RIDATE) APPROVED I DAT E GENERAL NOTES, I. ALL. WORK SHALL BE IN ACCORDANCE WfTI-I THESE PLANS AND THE CITY Or FONTANA,DEPART MENT OF PUBLIC WORKS STANDARD SPECIFICATIONS" DATED 1975. 2. CONSTRUCTfON PERMITS SHALL BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT PRIOR TO THE START OF ANY WORK. 3. ALL 4" HOUSE LA-rERALS SHALL BE INSTALLED ON A 2°16 GRADE UNLESS OTHERWfSE APPROVED BY CITY ENGINEER. 4. TERMINATE ALL 4" HOUSE SEWER LATERALS AT THE PROPERTY LINE WITH A PLUG. 5, SEWER CONTRACTOR SHALL CHISEL AN'*X" IN THE CURES AT THE LOCATIONS OF 'THE LATERALS. 6. MANHOLE FRAMES AND COVERS TO BE CONSTRUCTED BY THE SEWER CONTRACTOR, 6" BELOW FINISHEb GRADE, AND SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR AT THE COMPLETION OF PAVING. 7- ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 8. ORIGINAL MY LAR SHALL BE CHECKED OUT AND WILL BE UPDATED TO "AS BUILT" STATUS BY TH E CONTRACTOR. 9. ALL STATIONING REFERS TO CENTERLINE OF SEWER 10. NO LATERALS SHALL BE PLACED UNDER DRIVEWAYS. II. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES, WA`f'ERMETERS.. VALVES, HYDRANT'S, IRRIGATION STRUCTURES, ETC. SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATEfl WITHIN AREAS TO BE IMPROVED AND I NT ERFEWNG WITH CONSTRUCTION, SHALL BE LOCATED BY OTHERS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. 12. THE SEWER CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXIS17MG UNDERGROUND UTILITIES AND STRUCTURES WHETHER SHOWN ON THESE PLANS OR NOT. 13. THE COI`g1RACT0R SHALL CONTACT U.S.A. DIG ALERT Of AT 1-800-422-4133, 48 HOURS PRIOR TO START OF ANY EXCAVATION. 14. THE CONTRACTOR SHALL OBTAIN PERMIT FROM O.S.H. A . CONSTRUCTION NOTES AN D ESTIMATE OF QUANTITIES. O1 8" V -C P SEWER MAIN 324 L.F . © 4" V. C P SEWER LATERAL 75 L.F F. 30 M H PER STD 112 & 109 1 EA. Q4 8" VC P STAB WITH PLUG 2 L, F. 00 o No. 33792 CIVIV r of C Aft 0# PREPARED BY, CITY OF FO N TA N A, CALIFORNA I RBY w L ANedNt & Assop i at e% PUBLIC WORKS DEPARTMENT - LAND SURV8YQR8 & C I V I L ENGINEERS 562 1:1. Val ley Blvd. Ste. 17 - DRAW N .15Y SCALE Colton CA. 92324 SEWER PLAN IN -20 (714) 825-8309 bUSIGNED BY SAN JAC(NTO AVENUE FROM DAA JUNIPER AVE TO, 323" EAST. 7- I 6) _ I1�89 OHMKED fW APPROV 13Y SHEET JAMES K. L N R E 33792 F1L� N O. 49- Y. P. w -/���� I rJ I B• 1 / 1 � ACTING CITY ENGINEER RGE 25216.'' ---*-�