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HomeMy WebLinkAbout1471-1GE,11[ RA,L NOTES: I. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE PLANS AND TO THE RKQUIR.FMENTS 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. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS. 5. EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD. 6. THE WALLS AND FACES OF ALL EXCAVATIONS GREA'T'ER 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. 7. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK DESCRIBED IN NOTE 6 ABOVE FROM CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. SEE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION 306-1.1.6. 8. ALL MANHOLE FRAMES AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED GRADE BY SEWER CONTRCTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 9. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD DETAIL 129. 10. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORKS TO THE PLAN GRADES. 11. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CON'T'RACTOR TO THE CITY OF FONTANA. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESETTING OF ANY SURVEY MONUMENTS, STREET CENTERLINE MONUMENTS, OR BENCH MARKS WHICH ARE DISTURBED DURING CONSTRUCTION WHETHER THEY ARE SHOWN ON THE PLANS OR NOT. 13. ALL 4" HOUSE SEWER LATERALS SHALL BE INSTALLED ON A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. INSTALL SEWER CLEANOUT BOX FOR ALL HOUSE LATERALS PER STD. 125-A. 14. TERMINATE ALL 4" HOUSE SEWER LATERALS WITH A PLUG AT THE PROPERTY LINE UNLESS OTHERWISE NOTED. 15. CHIS. X SHALL BE PLACED ON THE CURB OVER LOCATIONS OF SEWER LATERALS BY THE SEWER CONTRACTOR. 16. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE HORIZONTAL LOCATION AND VERTICAL ELEVATIONS OF ALL UTILITY CROSSINGS FOR ALL UTILITIES CONSTRUCTED PRIOR TO THE SEWER. ANY DISCREPANCIES SHALL BE MADE IN WRITING TO THE OWNER PRIOR TO CONSTRUCTION. 17. CONSTRUCTION OF SEWER MANHOLES SHALL BE PER CITY OF FONTANA STANDARD DETAIL 112. 18. CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, LANDSCAPING, IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC. 48 HOURS PRIOR TO EXCAVATION NEAR THEIR FACILITIES, NOTIFY: CITY OF FONTANA �---------- 8353 SIERRA AVE. FONTANA, CA. 92335 (714) 350-7610 SO. CA. GAS CO. -DISTRIBUTION FACILITIES --------------------------------------- 570 4TH ST. P.O. BOX 6226 SAN BERNARDINO, CA. 92408 (714) 884-9411 OR (800) 422--4133 SO. CA. GAS CO. -TRANSMISSION DEPARTMENT -----------.+-------;---i---------K_ 2191 BIRCH ST. BREA,CA. 92621 (714) 529-2889 OR (800) 422-4133 SO. CA. EDISON CO. ------------------ 1351 E. FRANCIS AVE. P.O. BOX 513 ONTARIO, C�. 91761 (714) 947-2996 - UNDERGROUND POWER (714) 8755100 - TRANSMISSION (213) 637-1233 - PIPELINES, OR (800) 422--4133 GENERAL TELEPHONE CO. -----_---------- 245 N. MOUNTAIN VIEW AVE. POMONA, CA. 91766 (213) 357--2257 OR (800) 422-4133 SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT ----------------------------------- --------- 825 E. 3RD ST, SAN BERNARDINO, CA. 92408 (714) 383-1665 PACIFIC TELEPHONE & TELEGRAPH COMPANY _.._.._.....-..,.-------------s------------- 3073 ADAMS ST. RIVERSIDE, CA. 92504 (714) 359-2585 OR (800) 422-4133 TYPICAL BEDDING FOR 8" VCP l0' OR DEEPER N.T.S. 0 s,��Ec rEo NarrvE- s'D/L P, CO/L/.4214CTED TD 90 �i �� SII � • TYPICAL BEDDING FOR 8" VCP LESS THA N l0' DEEP N Ts. HIGHLAND AVE. ND. I TE -1\4 &TY. LIMIT 1. MA MHD L E PER STD_ //Z 9 EA. Z. ' WA L NUT AVE. CCAIP.9 CrA!W 717 90 % ; • � Y •' . 1 , ; � ,�: • , � 4. 4" V C"P. f /DOSE LATE/PAL PER STD. /Z5 /SOS' L . F. SITE Q IZ4" TO - -T/�" d a acv AVE. 1POCe t3ED.0/Ni5 i TYPICAL BEDDING FOR 8" VCP l0' OR DEEPER N.T.S. 0 s,��Ec rEo NarrvE- s'D/L P, CO/L/.4214CTED TD 90 �i �� SII � • TYPICAL BEDDING FOR 8" VCP LESS THA N l0' DEEP N Ts. HIGHLAND AVE. ND. I TE -1\4 &TY. LIMIT 1. MA MHD L E PER STD_ //Z 9 EA. Z. CL EANDUT PER STD. /Z8 WA L NUT AVE. D 811 V. C. P SEWER MAIN 2246 4. 4" V C"P. f /DOSE LATE/PAL PER STD. /Z5 /SOS' L . F. SITE BASEL I/UE AVE. VICINITY MAP I BENCt-1 MARK ND . 35� CDUNT Y NAIL AND FLASHER /A/ PDL E IUD. 8DI78IE AT N/E CDR. OF DZ_ E AIDER A VEAIL/E AND BA SEL INE AVENUE_. ELEVATION : /4D 5. 86o NOTE .ADD D_ /5' TO COMPARE' EZ FVAT/D/rY5 1A J TRACT ND. 13195 DW6. A/D. I Z& to CONSTRUCT/DN NOTES /O CDNETRL/CT MANHDL E PER STD. /IZ O2 CDNST)RVCT TERIVINAL CLEANOUT PER STD. /Z8 O3 CONSTRUCT EXTRA STRENGTH 8" VC/7 SEWER ® CONSTRUCT EXTRA STRENGTH 4" V.C.P. SENEfR HOUSE LATERAL PER STD. I Z5 LU • S H F_ 9- T Z INDEA MA P /" = IDD I ESTIMATE OF QUANT/T/E5 ND. I TE -1\4 &TY. LIMIT 1. MA MHD L E PER STD_ //Z 9 EA. Z. CL EANDUT PER STD. /Z8 3 EA . 3. 811 V. C. P SEWER MAIN 2246 4. 4" V C"P. f /DOSE LATE/PAL PER STD. /Z5 /SOS' L . F. LU • S H F_ 9- T Z INDEA MA P /" = IDD I