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HomeMy WebLinkAbout2108-16SEWER IMPROVEMENT PLAN GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE CITY OF FONTANA PUBLIC WORKS STANDARD SPECIFICATIONS DATED 1975, AND REVISIONS THEREAFTER. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO THE START OF WORK WITHIN THE CITY LIMITS. 3. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 4. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES, WATER LINES, METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES, ETC, SHOWN OR NOT SHOWN ON THESE PLANS AND LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION SHALL BE RELOCATED BY OTHERS. IT SHALL BE, THE CONTRACTORS RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED PRIOR TO CONSTRUCTION. 5. "AS BUIL-" PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR. 6. ENGINEER SHALL CHECK OUT ORIGINAL SEWER PLANS AND TRANSFER "AS BUILT" INFORMATION PRIOR TO CITY ACCEPTANCE OF THE SEWER SYSTEM. 7. ALL 4" HOUSE LATERALS SHALL BE INSTALLED ON A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 8. SEWER CONTRACTOR SHALL CHISEL "S" IN THE CURB AT THE LOCATION OF THE LATERAL. 9. MANHOLE FRAMES AND COVERS TO BE CONSTRUCTED BY THE SEWER CONTRACTOR Cr BELOW GRADE AND DURING PAVING RAISED TO FINISHED GRADE BY PAVING CONTRACTOR. 10.ALL STATIONING REFERS TO CENTERLINE OF SEWER. 11.THE SEWER CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL UNDERGROUND FACILITIES WHETHER SHOWN ON THESE PLANS OR NOT. 12.NO LATERALS SHALL BE PLACED UNDER DRIVEWAYS. 13.PRIOR TO CONSTRUCTION OF THE WATER, SEWER OR STORM DRAIN LINES THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER, SEWER, OR STORM DRAIN LINES WHERE CONNECTIONS WILL OCCUR, AND VERIFY THEIR ELEVATION AND LOCATION. APPROVAL BY THE CITY OF FONTANA OF A PROPOSED CONNECTION TO A CITY FACILITY DOES NOT IMPLY CORRECTNESS OF THE ELEVATION OR LOCATION AS SHOWN ON- THE PLANS. PUBLIC MAINTAINED SANITARY SEWER IMPROVEMENT i ESTIMATE ----------------------------------------------------------- IMPROVEMENT SEWER IMPROVEMENT PLAN GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE CITY OF FONTANA PUBLIC WORKS STANDARD SPECIFICATIONS DATED 1975, AND REVISIONS THEREAFTER. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO THE START OF WORK WITHIN THE CITY LIMITS. 3. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 4. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES, WATER LINES, METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES, ETC, SHOWN OR NOT SHOWN ON THESE PLANS AND LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION SHALL BE RELOCATED BY OTHERS. IT SHALL BE, THE CONTRACTORS RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED PRIOR TO CONSTRUCTION. 5. "AS BUIL-" PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR. 6. ENGINEER SHALL CHECK OUT ORIGINAL SEWER PLANS AND TRANSFER "AS BUILT" INFORMATION PRIOR TO CITY ACCEPTANCE OF THE SEWER SYSTEM. 7. ALL 4" HOUSE LATERALS SHALL BE INSTALLED ON A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 8. SEWER CONTRACTOR SHALL CHISEL "S" IN THE CURB AT THE LOCATION OF THE LATERAL. 9. MANHOLE FRAMES AND COVERS TO BE CONSTRUCTED BY THE SEWER CONTRACTOR Cr BELOW GRADE AND DURING PAVING RAISED TO FINISHED GRADE BY PAVING CONTRACTOR. 10.ALL STATIONING REFERS TO CENTERLINE OF SEWER. 11.THE SEWER CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL UNDERGROUND FACILITIES WHETHER SHOWN ON THESE PLANS OR NOT. 12.NO LATERALS SHALL BE PLACED UNDER DRIVEWAYS. 13.PRIOR TO CONSTRUCTION OF THE WATER, SEWER OR STORM DRAIN LINES THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER, SEWER, OR STORM DRAIN LINES WHERE CONNECTIONS WILL OCCUR, AND VERIFY THEIR ELEVATION AND LOCATION. APPROVAL BY THE CITY OF FONTANA OF A PROPOSED CONNECTION TO A CITY FACILITY DOES NOT IMPLY CORRECTNESS OF THE ELEVATION OR LOCATION AS SHOWN ON- THE PLANS. PUBLIC MAINTAINED SANITARY SEWER IMPROVEMENT QUANTITY ESTIMATE ----------------------------------------------------------- IMPROVEMENT S"THthT PALMETTO MANGO ------------------------------------------------------------- MANHOLES, 9.18 48" DIA. 1 EACH 2 EACH _----_--------------------------------------------------------------- 8" DIP 37 LF 60 LF ------------------------------------------------------------ TIE INTO EXISTING MANHOLE 1 EACH NONE m 0 0 CITY OF FONTANA ZOA �o &T. L. L V. Ca LOT 520 K a Ii/12 SITE PLAN SCALE: 1'= 100' & T. L. L V. C11 L 0 T 520 K R i t/I2 SANITARY SEWER COORDINATION NOTES: 1. THE FOLLOWING PLANS ATTACHED ARE A PART OF PM #13614, PLAN CHECKED BY THE CITY OF FONTANA BUILDING AND SAFETY DIVISION UNDER PERMIT #911578. THE PUBLIC WORKS DEPARTMENT HAS ASKED THAT THE PUBLIC PORTION OF THIS WORK BE REFLECTED ON THE ROADWAY IMPROVEMENT PLANS. THAT IS: 1. MANGO AVENUE SEWER, BETWEEN NEW MANHOLES 1 AND 2, AND 2. PALMETTO AVENUE SEWER, BETWEEN EXISTING MANHOLE D AND MANHOLE 10. ALL OTHER SEWER CONSTRUCTION SHOWN ON THESE PLANS ARE PRIVATE, AND ARE UNDER THE JURISDICTION OF THE BUILDING AND SAFETY DIVISION. NOTE: CIN ENGINEER'S APPROVAL OF THIS IMPROVEMENT IS LIMITED TO THE MANGO AVENUE SEWER CONNECTION LATERAL BETWEEN STRUCTURAL SYMBOL LEGEND 1. AND 2Q ,AND PAMETTO AVENUE, BETWEEN STRU TORE QD AND @ . 20 poem nNow WPM 0" Under9round Service Alert CaLLJOLL FREE 1-800 422-AI33 GENERAL NOTES: ENGINEERS NOTICE TO CONTRACTOR 1.THE EXISTENCE AND LOCATON OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE GONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRE— CAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. 2.CON5TUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICE, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION .WITH THE PREFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. 3.13EFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING EACH OF THE FOLLOWING: UTILITY COMPANIES: TELEPHONE CONTACT S0. CALIFORNIA EDISON 714-820-5191 DAVID JONES PACIFIC BELL (PAC—BELL) 714-999-5639 SOUTHERN CALIFORNIA GAS CO. 714-889-9711 LOU WESTFALL FONTANA WATER CO. 714-822-2201 SEWER, DRAINAGE 714-350-7640 (CITY OF FONTANA) TWO DAYS BEFORE DIGGING CALL USA TOLL FREE 1-800-422-4133 Sheet Index Sheet # Description 9.16 21 PJ • S 9.18 W 9.19 CITY STAN DAR D DETAILS U � MANHOLES s.—/ 15 n FIRE HYDRANTS 0CLEANOUT �' POWER POLES 30 RIALTO 01 VALVES MUNICIPAL BASE LINE RD. AIRPORT Q SIGN Site Co 0 M METER ■ M FOOTHILL BLVD 0 CB 6 ` ARROW BLVD Q TRAFFIC SIGNAL UNDERGROUND UTILITIES � W ppb �,• A LVD 0ti Q 10 Q S" W � w 3"G — E zt; E 4 `S — SANITARY SEWER 4s- /VI C i N ITY MAP FONTANA NOT TO SCALE Sheet Index Sheet # Description 9.16 COVER SHEET 9.17 SANITARY SEWER PLAN AND PROFILE WEST 9.18 SANITARY SEWER PLAN AND PROFILE EAST 9.19 CITY STAN DAR D DETAILS MANHOLES s.—/ a 0 SYMBOLS LEGEND EXISTING DESCRIPTION PROPOSED EXISTING DESCRIPTION PROPOSED MANHOLES © (Ai (D MANHOLES s.—/ FIRE HYDRANTS 0CLEANOUT Q POWER POLES 01 VALVES OW PREVENTER 101 POSTFINDICATOR VALV AND 0==l --O CITY STREET LIGHTS CAPPED RISER Q SIGN ! TWO WAY CLEAN OUT Co 0 M METER ■ M 0 CB CATCH BASIN 0 V VAULT 0 V TRAFFIC SIGNAL UNDERGROUND UTILITIES EXISTING PROPOSED WATER ®... S" W cAs 3"G — E ELECTRICAL E 4 `S — SANITARY SEWER 4s- - — — TELEPHONE T�- -- TV — — — TELEVISION TV — STORM DRAIN 8"SD PROJECT BENCHMARK: S.B COUNTY DESIGNATION S.P.S.N. 506 (GS 7-11) NORTHEAST CORNER FOOTHILL BOULEVARD AND PALMETTO AVENUE; BRASS DISK IN EAST TOP OF CURB OF PALMETTO AVENUE, 72' NO OF CENTERLINE FOOTHILL BOULEVARD AND 2' NORTH OF EAST CURB RETURN. ELEVATION = 1320.64 (U.S.G.S. DATUM) ■