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HomeMy WebLinkAbout2043-1REVISION NDS. 31415 WERE PREPARED B-( THE SP CDN SULT ING GROUP Co MORGAN, j SUITE 1 D, IRVINE, A. 92713 1714)587.3012 PES , RCS X27.5 � THDMAS A. PEIERSEN, R.C.E. 35275 DATE Expires; o- If OF C W rk=r\ry MAn /?I SCALE - I" = 300' VICINITY MAP PROJECT N SCALE: 1"=2000' SUMMIT AVE. Z W � � w w j U V 1�j w co J Q � to J UTILITY NOTIFICATIONS WATER: CUCAMONGA COUNTY WATER DISTRICT 9451 SAN BERNARDINO ROAD CUCAMONGA. CA. 91730 (7141 987-2591 SEWER: CITY OF FONTANA 8353 SIERRA AVENUE FONTANA. CA. 92335 (714) 350-7640 POWER: SOUTHERN CALIFORNIA EDISON COMPANY P.O. BOX 788 300 N. PEPPER STREET RIALTO. CA. 92375 MR. DAVE JONES GAS: SOUTHERN CALIFORNIA GAS COMPANY 15231 VALLEY BLVD. FONTANA, CA. 92335 MR. LOU WESTFALL SOUTHERN CALIFORNIA GAS COMPANY TRANSMISSION DIVISION 2191 E. BIRCH STREET BREA, CA. 92621 TELEPHONE: PACIFIC TELEPHONE 9000 HELLMAN AVENUE RANCHO CUCAMONGA. CA. PRIVATE ENGINEER'S NOTE: THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING DURING I 1UN FFIR If S RIDGI SF -WF R WA F1 R P1 ANS FRACF No. 14P/5r 14P/5 GENERAL NOTES FOR WATER SYSTEM 1. THE ENTIRE WATER SYSTEM SHALL CONFORM TO THE SPECIFICATIONS AND REQUIREMENTS OF THE CITY OF FONTANA. 2. ALL WATER MAINS SHALL BE INSTALLED WITH 42" MINIMUM COVER. 3. THE MINIMUM AND MAXIMUM STATIC WATER PRESSURE WITHIN THIS SYSTEM IS 130 P.S.I. 140 P.S.I.. RESPECTIVELY. 4. FIRE HYDRANT LOCATIONS SHALL CONFORM TO STANDARD DRAWINGS OF THE FOOTHILL FIRE DISTRICT STANDARDS AND SPECIFICATIONS. 5. WATER CONTRACTOR SHALL ADJUST GATE VALVE COVERS TO GRADE AFTER COMPLETION OF PAVING. 5. ALL WATER LINES SHALL BE CEMENT MORTAR LINE AND COATED WITH LINING. COATING. AND STEEL CYLINDER AS SPECIFIED HEREIN. 7. SAND BEDDING AND SAND BACKFILL IN PIPE ZONE IS REQUIRED UNLESS NATIVE MATERIAL IS SUITABLE AS DETERMINED BY THE DISTRICT. 8. CONTRACTOR IS RESPONSIBLE FOR SECURING FROM THE CUCAMONGA COUNTY WATER DISTRICT COPIES OF THE STANDARD SPECIFICATIONS FOR CORRECT INSTALLATIONS OF THE PROPOSED WATER SYSTEM. 9. WATER METERS TO BE AS NOTED. 10. PRESSURE REGULATING VALVES REQUIRED FOR, EACH LOT WHERE THE WATER SYSTEM PRESSURE EXCEEDS 80 P.S.I. (SEE NOTE #33 11. SEPARATION BETWEEN MAINS AND SANITARY SEWER LINES SHALL CONFORM TO THE STATE OF CALIFORNIA ENVIRONMENTAL HEALTH CODE. TITLE 22. SECTION 64630-C. 12. PRIOR TO THE ACTIVATION OF ANY NEWLY CONSTRUCTED WATER LINE. TESTING AND DISINFECTION SHALL BE PERFORMED TO COMPLY WITH THE PROVISIONS IN SECTION 5 OF CUCAMONGA COUNTY WATER DISTRICT STANDARD SPECIFICATIONS. 13. ANY CONTRACTOR PERFORMING WORK ON ANY PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS. WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 14. A PERMIT WILL BE REQUIRED FROM THE CITY OF FONTANA. DEPARTMENT PRIOR TO ANY CONSTRUCTION WITHIN THE STREET RIGHT-OF-WAY. 15. CONTRACTOR SHALL RETURN A LEGIBLE AND CLEAN SET OF "AS - BUILT" DRAWINGS TO THE CITY OF FONTANA. 16. ANY CHANGES IN WATER LINE DEPTH OR CHANGES CONCERNING CONSTRUCTION, SHALL BE REPORTED TO THE CITY OF FONTANA. 17. CONTRACTOR SHALL NOTIFY THE CITY OF FONTANA AT LEAST 48 HOURS PRIOR TO THE START OF CONSTRUCTION. 18. APPROVAL OF THIS PLAN BY THE CITY OF FONTANA DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OR THE EXISTENCE OF ANY UNDERGROUND FACILITY. 19. LANDSCAPE SYSTEMS SHALL HAVE AN APPROVED DOUBLE CHECK ASSEMBLY INSTALLED AS A MINIMUM BACKFLOW PROTECTION REQUIREMENT. 20. CONTRACTOR WILL SOLID WELD ALL JOINTS THROUGHOUT A CURVE IF THE RADIUS IF LESS THAN 455' FOR 40' LENGTHS OF PIPE AND 266' FOR 20' LENGTHS OF PIPE. 21. AT LEAST 10 DAYS IN ADVANCE, OR A MINIMUM OF 1.000 -FEET AHEAD OF TRENCHING. CONTRACTOR SHALL EXCAVATE. EXPOSE. AND DETERMINE ("POTHOLE") THE EXACT LOCATION AND DEPTH OF EACH AND EVERY POTENTIAL INTERFERENCE AND CONNECTION. INCLUDING, BUT NOT LIMITED T0. ALL FACILITIES SHOWN SPECIFICALLY (DEPTH AND LOCATION) ON THESE DRAWINGS. OR WHICH HAVE BEEN MARKED BY THEIR RESPECTIVE OWNERS. CHANGES OR DELAYS CAUSED BY CONTRACTOR'S FAILURE TO PERFORM "POTHOLING" AND INTERFERENCE LOCATION WORK SHALL NOT BE ELIGIBLE FOR EXTRA WORK COMPENSATION OR TIME EXTENSION. 22. DEVELOPER SHALL SUPPLY CITY OF FONTANA (CITY] FIVE SETS OF APPROVED DRAWINGS A MINIMUM OF TWO WEEKS PRIOR TO CONSTRUCTION. 23. DEVELOPER. PIPELINE CONTRACTOR. AND SUPERINTENDENT SHALL ATTEND A PRE -CONSTRUCTION MEETING WITH CITY A MINIMUM OF TWO WEEKS PRIOR TO BEGINNING CONSTRUCTION. 24. CONTRACTOR SHALL NOTIFY CITY (714-350-65311 AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 25. CONTRACTOR SHALL FURNISH CITY WITH TWO COPIES OF THE FOLLOWING DATA AND SAID DATA SHALL BE APPROVED BY THE CITY PRIOR TO BEGINNING OF WATERLINE CONSTRUCTION. ONCE APPROVED. CONTRACTOR SHALL SUBMIT FIVE COPIES OF APPROVED DATA TO CITY FOR USE DURING CONSTRUCTION. ALL DATA ON TRENCH PROTECTION. CONSTRUCTION SCHEDULE,AND ENCROACHMENT AND EXCAVATION PERMITS. ALL DATA ON WELDED STEEL PIPE. FIRE HYDRANTS. VALVES. AIR VALVES. FITTINGS. PORTLAND CEMENT CONCRETE MATERIALS. AND ASPHALT CONCRETE PAVEMENT MATERIALS. 26. WATERLINES SHALL BE CONSTRUCTED USING 10 GAUGE CML/CMC WELDED STEEL PIPE (WSP) AND FITTINGS UNLESS SPECIFIED OTHERWISE ON CONSTRUCTION DRAWINGS. 27. SEPARATION BETWEEN WATER SERVICES AND SEWER LATERALS SHALL BE 10 FEET MINIMUM. 28. BEFORE MAKING ANY EXCAVATION OR TRENCH 5 FEET OR MORE IN DEPTH, CONTRACTOR SHALL SUBMIT TO CITY A DETAILED DRAWING SHOWING THE DESIGN OF SHORING. BRACING. SLOPING. OR OTHER PROVISIONS TO BE MADE FOR WORKER PROTECTION. IF SAID DRAWING DOES NOT VARY FROM REQUIREMENT OF THE OSHA CONSTRUCTION SAFETY ORDERS (CAL OSHA OR FED OSHA, WHIC49VER IS APPLICABLE AT THE TIME OF CONSTRUCTION). A STATEMENT SIGNED BY A REGISTERED CIVIL ENGINEER. ENGAGED BY CONTRACTOR AT HIS EXPENSE, SHALL BE SUBMITTED CERTIFYING THAT THE CONTRACTOR'S EXCAVATION SAFETY DRAWINGS COMPLY WITH OSHA CONSTRUCTION SAFETY ORDERS. IF SAID DRAWING VARIES FROM SAID OSHA CONSTRUCTION SAFETY ORDERS, THE DRAWINGS SHALL BE PREPARED AND CERTIFIED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER. AND SAID ENGINEER SHALL AFFIX HIS SEAL AND SIGNATURE TO EACH SHEET OF SAID DRAWING. CONTRACTOR SHALL NOT EXCAVATE UNTIL CITY HAS RECEIVED AND ACKNOWLEDGED THE PROPERLY CERTIFIED EXCAVATION SAFETY DRAWINGS. 29. CUT SHEETS SHALL BE PREPARED SHOWING FLOWLINE ELEVATION. 1" X 2" HUB WITH WITNESS LATHE SHALL BE SET ALONG PIPELINE ALIGNMENT. DEVELOPER SHALL FURNISH CITY WITH FOUR SETS OF CUT SHEETS FURNISHED A MINIMUM OF TWO WORKING DAYS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOT BEGIN EXCAVATION UNTIL CITY HAS APPROVED SAID CUT SHEETS. CONSTRUCTION STAKING SHALL BE AT 50 FOOT MINIMUM INTERVALS. VALVES. FIRE HYDRANTS, AIR VALVES. BLOWOFFS, FITTINGS. AND CONNECTION LOCATIONS. CONTRACTOR SHALL USE THE CONSTRUCTION STAKES AND CUT SHEETS FOR CONSTRUCTION. CITY WILL USE THEM FOR INSPECTION OF THE WORK. CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTS AND STAKES DURING CONSTRUCTION. 30. ALL CONSTRUCTION REQUIRING CITY INSPECTION SHALL OCCUR 7:00 AM TO 5:00 PM MONDAY THROUGH FRIDAY. EXCEPT HOLIDAYS. DEVELOPER SHALL REIMBURSE CITY FOR ALL INSPECTION EXPENSES. ALL MATERIALS AND EQUIPMENT FURNISHED AND ALL WORK PERFORMED SHALL BE SUBJECT T(I RIDGED INSPECTION BY THE CITY. WORK PERFORMED IN THE ABSENCE OF INSPECTION MAY BE REQUIRED TO BE REMOVED AND REPLACED UNDER PROPER INSPECTION. WITH THE ENTIRE COST OF REMOVAL AND REPLACEMENT BEING BORNE BY THE CONTRACTOR. EVEN IF SUCH WORK IS NOT DEFECTIVE. WORK COVERED UP WITHOUT AUTHORITY OF THE CITY SHALL. UPON ORDER OF THE CITY. BE -UNCOVERED TO THE EXTENT REQUIRED TO PERMIT INSPECTION. REPAIR. OR REPLACEMENT AND THEREAFTER SHALL BE RECOVERED. I? vA,v_riry ❑ N o . CONSTRUCTION NOTES & ESTIMATE OF QUANTITIES MATER TRACTS 14275 & 14275-1 TO -4-. QUANTITY 0 142a-3 i�Z�� ¢ UNIT L.F. 14:47-4- 1 oo o 1916 X1.5?_ goo 129 7 � CONSTRUCT 8" I.D. STEEL PIPE CML b C. '/,Yam f0 /789 - (o a CONSTRUCT 8" GATE VALVE EA. 3 9 6 - z 0 CONSTRUCT 8" TEE EA. • y �- ©CONSTRUCT 2 8" 230 460 CONSTRUCT 8" X 45" ELBOW EA. - 2 4 - - 0 CONSTRUCT 8" X 900 ELBOW EA. - -- -2 2- 4. © CONSTRUCT THRUST BLOCK EA. j 7- B - - a CONSTRUCT BLOWOFF PER STD. DWG. W 115 EA. - - - L.F. 8!D $ -120-¢ CONSTRUCT 1" A/V RELEASE VALVE PER STD. DWG. W 117 EA. 11,2o LATERALS PER CITY OF FONTANA STD. DET. 125 Z 2, A pproved: G.R.SLi32,-r•�8 _ _ CITY ENGINEER R.C.E. 2512E '=; • REMOVE PLUG AND JOIN EA. -3 2 2 2 9 40 =-x,31 CONSTRUCT 1 " SERVICE LINE PER STD. DWG. W 125 EA. - -,3/ 43 .S> 3 11 CONSTRUCT 6" FIRE HYDRANT ASSEMBLY PER STD. DWG. W 112 EA. OEA.BOUNDARY -� - _ CONSTRUCT 8" FLANGE b BLIND FLANGE. EA. - 3 2 CONSTRUCT 8"x11-1/4 ELBOW _--A. - 2 REMOVE EXISTING 8" V. 0. P.- oLUG_ _-./ -/O/"y E,1'. CONSTRUCTION. THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE CITY. DEVELCF4WO 1NER: NOTE: NOTIFY UNDERGROUND SERVICE ALERT FIRST CITY PROPERTIES CALL TOLL FREE 1-800-422-4133 AT 8383 Wilshire B 1 vd .. Ste. f LEAST TWO (2) WORKING DAYS BEFORE Beverly Hills. CA . 90211 YOU DIG. 1213) 852-0499 PLANS PREPARED UNDER THE DIRECTION OF: z-V/tel/ GEORGE R. SAUPE R. .E. # 13960 DATE MY REGISTRATION EXPIRES 3-31-93 -1 To -4 o 0 31. AT LEAST FOUR WORKING DAYS PRIOR COMMENCING ANY EXCAVATION, CONTRACTOR SHALL REQUEST UNDERGROUND SERVICE ALERT (1-800-422-4133] AND ANY AFFECTED NON-MEMBER AGENCIES TO MARK OR OTHERWISE INDICATED THE LOCATIONS) OF THEIR SUBSURFACE FACILITIES INCLUDING. BUT NOT LIMITED T0. STRUCTURES. VAULTS, MAIN CONDUCTORS OR CONDUITS. AND SERVICE CONNECTIONS. UPON LEARNING OF THE EXISTENCE OR LOCATION OF ANY UTILITY FACILITY OMITTED FROM OR SHOWN INCORRECTLY ON THESE DRAWINGS. CONTRACTOR SHALL IMMEDIATELY NOTIFY CITY AND THE ENGINEER WHO PREPARED THESE DRAWINGS. SHOULD SAID UTILITY CONFLICT WITH PROPOSED WATER FACILITIES. SAID ENGINEER SHALL SUBMIT A DRAWING SHOWING THE PROPOSED SOLUTION TO CITY FOR APPROVAL. CONTRACTOR SHALL NOT INTERRUPT OR DISTURB ANY EXISTING UTILITY FACILITY WITHOUT AUTHORIZATION FROM THE AFFECTED AGENCY. WHERE PROTECTION IS REQUIRED TO ENSURE INTEGRITY OF EXISTING UTILITY FACILITIES. CONTRACTOR SHALL PROVIDE ALL NECESSARY PROTECTION. 32. STREET GRADE SHALL BE BROUGHT TO WITHIN 1 FOOT OF PROPOSED FINISH GRADE PRIOR TO WATERLINE CONSTRUCTION. CONTRACTOR SHALL SHOW EXISTING ELEVATIONS OVER CENTERLINE OF PROPOSED WATERLINE ON THE CUT SHEETS. 33. DURING CONSTRUCTION OF WATERLINE. CONTRACTOR SHALL PROVIDE A PIPELINE CAP AND TEMPORARY THRUST PROTECTION FOR TESTING AND DISINFECTION AT A MINIMUM OF 5 FEET FROM CONNECTIONS TO EXISTING WATER SYSTEM AFTER NEW PIPELINE AND APPURTENANCES HAVE BEEN DISINFECTED. TESTED. AND ACCEPTED BY CITY. CONTRACTOR SHALL REMOVE PIPELINE CAP AND TEMPORARY THRUST PROTECTION AND INSTALL CONNECTION PIPING. THE CONNECTION PIPING SHALL BE SWABBED WITH A CHLORINE SOLUTION. 34. OPEN EXCAVATION WILL BE ALLOWED OVER NIGHT OUTSIDE OF PUBLIC STREET RIGHT-OF-WAY PROVIDED SITE IS SECURE. A CONSTRUCTION FENCE, ENTIRELY ENCLOSING SITE. WILL BE REQUIRED. 35. PIPELINES SHALL BE CONSTRUCTED SO THAT ACTUAL FLOW LINE ELEVATIONS ARE WITHIN 0.1 FOOT OF DESIGN FLOW LINE ELEVATIONS. PIPELINES. WHEN INSTALLED. SHALL HAVE CONTINUOUS UPGRADE OR DOWNGRADE. CORRESPONDING WITH DESIGN SLOPE, WITHOUT HIGH OR LOW SPOTS. PIPELINES SHALL BE CONSTRUCTED SO THAT ACTUAL PIPELINE CENTERLINES ARE WITHIN 0.1 FOOT OF DESIGN PIPELINE CENTERLINES. CONTRACTOR SHALL ASSIST CITY AS REQUIRED TO CONFIRM COMPLIANCE WITH CONSTRUCTION TOLERANCES. 36. CONTRACTOR IS ADVISED T+IAT-ROCK OR UNACCEPTABLE TRENCH BACKFILL MATERIAL MAY BE ENCOUNTERED DURING TRENCHING OPERATIONS. WHERE SUCH MATERIAL IS ENCOUNTERED, CONTRACTOR SHALL FURNISH AND INSTALL SUITABLE BEDDING AND BACKFILL MATERIAL IN ACCORDANCE WITH STANDARD DRAWING W101. BEDDING AND BACKFILL MATERIAL SHALL BE -EITHER COMMERCIAL IMPORTED MATERIAL OR SELECT NATIVE i1ATERIAL (SCREENED OR WASHED). ALL ROCK OR UNACCEPTABLE TRENCH BACKFILL MATERIAL SHALL BE DISCARDED AT A LEGAL DISPOSAL SITE. 37. A SOILS ENGINEER. APPROVED BY CITY. WILL TAKE COMPACTION TESTS AS NECESSARY. COMPACTION TESTS SHALL BE MADE IN THE PIPE ZONE. THE BACKFILL ABOVE THE PIPE ZONE. AND IN THE SUBGRADE. ALL AT INTERVALS SELECTED BY CITY. COMPACTION TESTS WILL BE TAKEN AS TRENCH BACKFILL PROGRESSES OR AFTER TRENCH BACKFILL HAS BEEN COMPLETED. AS DETERMINED BY CITY. CONTRACTOR SHALL PROVIDE TEST HOLES AS DIRECTED BY CITY WHERE BACKFILL HAS BEEN COMPLETED TO ALLOW COMPACTION TESTS. CONTRACTOR SHALL FURNISH ALL EQUIPMENT (INCLUDING SHORING]. LABOR AND MATERIALS TO ASSIST SOILS ENGINEER IN MAKING ALL THE COMPACTION TESTS. WATER FACILITY TESTING CANNOT BEGIN UNTIL CONTRACTOR HAS COMPLETED COMPACTION EFFORTS AND CITY HAS ACCEPTED COMPACTION TEST RESULTS. DEVELOPER SHALL PAY ALL COSTS FOR COMPACTION TESTS. 38. IF MONUMENTS OR BENCHMARKS MUST BE REMOVED OR DISTURBED TO ACCOMMODATE CONSTRUCTION, CONTRACTOR SHALL HAVE A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR REPLACE SAME. 39. THE DEVELOPER SHALL PROVIDE CITY WITH ONE SET OF RECORD DRAWING MYLARS. SAID DRAWINGS SHALL BE APPROVED BY CITY PRIOR TO ACCEPTANCE OF WATER FACILITIES BY CITY. FO�E11,41V /rvc., rr�sT�iv, 4r..4.92620 - 7J'0.3r71.s ?40-K 1-3QJ - 5 01!5; 41Y 2622.9, E.10-0 3 3/798 oITE GENERAL NOTES FOR SEWER SYSTEM 1. UNLESS OTHERWISE SPECIFIED. SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT TYPE VITRIFIED CLAY PIPE (V.C.P.). VITRIFIED CLAY PIPE SHALL BE EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM, DESIGNATION: C700-88 "STANDARD SPECIFICATION FOR VITRIFIED CLAY PIPE. EXTRA STRENGTH. STANDARD STRENGTH. AND PERFORATED" AND TO THE SPECIFICATIONS ENTITLED "VITRIFIED CLAY PIPE, MATERIALS SECTION" PUBLISHED BY THE CLAY PIPE INSTITUTE. WHERE PROVISIONS OF THESE SPECIFICATIONS ARE IN CONFLICT THE MORE RESTRICTIVE PROVISION SHALL APPLY. 2. THE MANHOLES SHALL BE PRECAST CONCRETE MANHOLES PER CITY OF FONTANA STANDARD DETAIL 112. CONCRETE FOR BASE SLAB SHALL BE CLASS 560-B-3250. STANDARD MANHOLE FRAME AND COVER AND REINFORCED CONCRETE COLLAR -PER CITY OF FONTANA STANDARD DETAIL 109. 3. EXCAVATION, PIPE LAYING AND JOINTING. BACKFILLING, PAVEMENT REMOVAL, REPLACEMENT AND TEST FOR LEAKAGE ARE PER CITY OF FONTANA STANDARD SPECIAL PROVISIONS FOR SANITARY SEWER CONSTRUCTION. VITRIFIED CLAY PIPE JOINTS SHALL CONFORM 1'0 THE PROVISIONS OF THE ASTM, DESIGNATION C425-86. PIPE INSTALLATION SHALL CONFORM TO THE PROVISIONS OF THE ASTM. DESIGNATION : C12-86. ALSO. SEE CITY OF FONTANA STANDARD DETAIL 131 "STANDARD TRENCH REPAIR". 4. ALL STATIONING REFERS TO CENTERLINE SEWER, UNLESS OTHERWISE NOTED. 5. ELEVATIONS SHOWN ON PROFILE AS "TOP OF MANHOLE" ARE APPROXIMATE ONLY AND NOT TO BE USED FOR SETTING OF MANHOLE RING. 5. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFIFCAT_IONS DATED 1975 INCLUDING LATEST REVISIONS. AND STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION, 1988 EDITION. 7. SHORT STUBS WITH FLEXIBLE COMPRESSION JOINTS SHOULD BE USED AT THE MANHOLE WALLS 1'0 ABSORB MINIMAL DEFLECTION. 8. 4" V.C.P. HOUSE SEWER LATERALS AND LATERAL HOUSE CLEANOUT -- PER CITY OF FONTANA STANDARD DETAIL 125. TERMINATE ALL HOUSE SEWER LATERALS AT THE PROPERTY LINE WITH A PLUG, PER STANDARD. 9. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK 1'0 THE PLAN GRADES. 10. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO THE START OF ANY WORK WITHIN THE CITY LIMITS. 11. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES ETC..., SHOWN ON THESE PLANS OR NOT, WITHIN AREA TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION, SHALL BE: RELOCATED BY OTHERS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. 12. "AS BUILT" PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR. 13. SEWER CONTRACTOR SHALL CHISEL "X" IN THE CURB AT THE LOCATION OF ALL LATERALS. 14. MANHOLE FRAMES AND COVERS TO BE CONSTRUCTED BY THE SEWER CONTRACTOR 6" BELOW FINISHED SURFACE GRADE AND UPON COMPLETION OF PAVING, THE PAVING CONTRACTOR SHALL RAISE SAME TO FINISHED GRADE. 15. THE CONTRACTOR SHALL PROVIDE THE TERMINAL CLEANOUT AT'THE END OF THE BOUNDARY IF THE SEWER CONSTRUCTION WILL BE DONE IN SEVERAL PHASES. SEE DETAIL ON THIS SHEET AND CITY OF FONTANA STANDARD DETAIL 128 FOR SEWER TERMINAL CLEANOUT. CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE FOR UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND APPROVED BY PREPARER OF PLANS. 15. ALL 4" HOUSE SEWER LATERAL SHALL BE INSTALLED ON A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER CONSTRUCTION STIATECOO�ANIT QUANTITYb 0 NOTE WATER PIPE CURVE DATA REVISIONS Engineer City BENCHMARK: SEWER LATERAL LOCATION WILL HAVE TO BE SHOWN ON THESE PLANS PRIOR TO CONSTRUCTION OF SEWER TRACTS 14275 & 14275 - l j 0 '4 MIN . RAD . FOR PIPE LENGTH THE SEWER MAIN, ALONG WITH SEWER MAIN LATERALS TO BE CONSTRUCTED PRIOR TO PAVING OF ANY PIPE SIZE 14'Z73�-3 AU75-4 O STRRT. 10 FT 20 FT 40 FT t1-1-12 .s! f" 2 �. s�.s��G • y �- ©CONSTRUCT ALL NECESSARY COMPACTION REPORTS TO BE FURNISHED TO THE CITY OF FONTANA. 8" 230 460 921 3 12" 356 712 1424 .3 •9 �• 3 6 16" 462 924 1848 FO�E11,41V /rvc., rr�sT�iv, 4r..4.92620 - 7J'0.3r71.s ?40-K 1-3QJ - 5 01!5; 41Y 2622.9, E.10-0 3 3/798 oITE GENERAL NOTES FOR SEWER SYSTEM 1. UNLESS OTHERWISE SPECIFIED. SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT TYPE VITRIFIED CLAY PIPE (V.C.P.). VITRIFIED CLAY PIPE SHALL BE EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM, DESIGNATION: C700-88 "STANDARD SPECIFICATION FOR VITRIFIED CLAY PIPE. EXTRA STRENGTH. STANDARD STRENGTH. AND PERFORATED" AND TO THE SPECIFICATIONS ENTITLED "VITRIFIED CLAY PIPE, MATERIALS SECTION" PUBLISHED BY THE CLAY PIPE INSTITUTE. WHERE PROVISIONS OF THESE SPECIFICATIONS ARE IN CONFLICT THE MORE RESTRICTIVE PROVISION SHALL APPLY. 2. THE MANHOLES SHALL BE PRECAST CONCRETE MANHOLES PER CITY OF FONTANA STANDARD DETAIL 112. CONCRETE FOR BASE SLAB SHALL BE CLASS 560-B-3250. STANDARD MANHOLE FRAME AND COVER AND REINFORCED CONCRETE COLLAR -PER CITY OF FONTANA STANDARD DETAIL 109. 3. EXCAVATION, PIPE LAYING AND JOINTING. BACKFILLING, PAVEMENT REMOVAL, REPLACEMENT AND TEST FOR LEAKAGE ARE PER CITY OF FONTANA STANDARD SPECIAL PROVISIONS FOR SANITARY SEWER CONSTRUCTION. VITRIFIED CLAY PIPE JOINTS SHALL CONFORM 1'0 THE PROVISIONS OF THE ASTM, DESIGNATION C425-86. PIPE INSTALLATION SHALL CONFORM TO THE PROVISIONS OF THE ASTM. DESIGNATION : C12-86. ALSO. SEE CITY OF FONTANA STANDARD DETAIL 131 "STANDARD TRENCH REPAIR". 4. ALL STATIONING REFERS TO CENTERLINE SEWER, UNLESS OTHERWISE NOTED. 5. ELEVATIONS SHOWN ON PROFILE AS "TOP OF MANHOLE" ARE APPROXIMATE ONLY AND NOT TO BE USED FOR SETTING OF MANHOLE RING. 5. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFIFCAT_IONS DATED 1975 INCLUDING LATEST REVISIONS. AND STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION, 1988 EDITION. 7. SHORT STUBS WITH FLEXIBLE COMPRESSION JOINTS SHOULD BE USED AT THE MANHOLE WALLS 1'0 ABSORB MINIMAL DEFLECTION. 8. 4" V.C.P. HOUSE SEWER LATERALS AND LATERAL HOUSE CLEANOUT -- PER CITY OF FONTANA STANDARD DETAIL 125. TERMINATE ALL HOUSE SEWER LATERALS AT THE PROPERTY LINE WITH A PLUG, PER STANDARD. 9. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK 1'0 THE PLAN GRADES. 10. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO THE START OF ANY WORK WITHIN THE CITY LIMITS. 11. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES ETC..., SHOWN ON THESE PLANS OR NOT, WITHIN AREA TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION, SHALL BE: RELOCATED BY OTHERS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. 12. "AS BUILT" PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR. 13. SEWER CONTRACTOR SHALL CHISEL "X" IN THE CURB AT THE LOCATION OF ALL LATERALS. 14. MANHOLE FRAMES AND COVERS TO BE CONSTRUCTED BY THE SEWER CONTRACTOR 6" BELOW FINISHED SURFACE GRADE AND UPON COMPLETION OF PAVING, THE PAVING CONTRACTOR SHALL RAISE SAME TO FINISHED GRADE. 15. THE CONTRACTOR SHALL PROVIDE THE TERMINAL CLEANOUT AT'THE END OF THE BOUNDARY IF THE SEWER CONSTRUCTION WILL BE DONE IN SEVERAL PHASES. SEE DETAIL ON THIS SHEET AND CITY OF FONTANA STANDARD DETAIL 128 FOR SEWER TERMINAL CLEANOUT. CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE FOR UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND APPROVED BY PREPARER OF PLANS. 15. ALL 4" HOUSE SEWER LATERAL SHALL BE INSTALLED ON A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER N o. 1396Q� NOTE Exp. Dat RECOMMENDED FOR APPROVAL - WATER ONLY qp PROVIDE PRV FOR EACH INDIYIDUAL LOT. ,. V1 KR EGEWART. INC. OF CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE -RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE R. C. EDATE OF -CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILIfCONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; QUANTITIES SHOWN ON THEE PLANS ARE TO BE VERIFIED BY THE PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD CONTIRACTOR PRIOR TO BID AND/OR CONSTRUCTION. IF NO I BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR THE OWNER, THE ENGINEER AND THE CITY OF FONTANA HARMLESS DISGfREPANCIES ARE BROUGHT TO THE ATTENTION OF THE CIVIL KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN FROM ANY AND ALL LIABILITY REAL OR ALLEGED IN CONNECTION ENGINEER PRIOR TO THE AFORESAID TIME. THE TOTALS WILL BE ON THE MAP,. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRE- WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING CONSIDERED AS FINAL PAY QUANTITIES FOR ALL WORK SHOWN ON CAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE CONSTRUCTION STIATECOO�ANIT QUANTITYb 0 EM AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN. FOR REVISIONS Engineer City BENCHMARK: N o . SEWER TRACTS 14275 & 14275 - l j 0 '4 UNIT 14275 14275-1- Af2,7W-2 14'Z73�-3 AU75-4 O CONSTRUCT . 8" EXTRA STRENGTH V.C.P. L.F. 92-3 1/R/_- t1-1-12 .s! f" 2 �. s�.s��G • y �- ©CONSTRUCT 48" DIA. PRECAST CONCRETE MANHOLE EA. le 7 7 3 7 Drawn by: SEWER a WATER IMPROVEMENT PLANS Soa1e: PER CITY OF FONTANA STD. DETAIL 112 4 - 5 - 9 0 -s- 9� .3 •9 �• 3 6 BASELINE 220' +/- E' LY OF CIVIL ENGINEERS. LAND PLANNERSF C NTS T I TLE S &z�s _Az. CONSTRUCT 48" DIA. PRECAST CONC. M.H. AT CUL-DE-SAC EA.PER LAND SURVEYORS s /zE'co�� DrlAW/,uGS �eti2.�� CITY OF FONTANA STANDATD DETAILS 112 & 114 Designed by: � 2002 IOWA AVE. SUITE 1 10 TRACT N0. 27 7 4 R 1 4 5 142 5 -11b - CONSTRUCT 4" EXTRA STRENGTH V.C.P. HOUSE L.F. 8!D $ -120-¢ RIVERSIDE. CALIFORNIA 92507 812 11,2o LATERALS PER CITY OF FONTANA STD. DET. 125 [714] 276-8760 A pproved: G.R.SLi32,-r•�8 _ _ CITY ENGINEER R.C.E. 2512E '=; • _1�2� © CONSTRUCT �tvds� L AT 4E�.AL PER CITY OF FONTANA 31 =-x,31 Z 9 ¢ o STANDARD DETAIL 125 AEA' OEA.BOUNDARY CONSTRUCT HOUJE CLEANOUT AT PHASE - _ PER CITY OF FONTANA STANDARD DETAIL 126 __2 -- ®v REMOVE EXISTING 8" V. 0. P.- oLUG_ _-./ -/O/"y E,1'. L.F. - - ©REMOVE TEMPORARY TERMINAL CLEANOUT AT PHASE EA. i -_ 2 z BOUNDARY AND JOIN ® CONSTRUCT SEWER MAIN CONCRETE ENCASEMENT L.F. PER DETAIL ON SHEET No. 1 N o. 1396Q� NOTE Exp. Dat RECOMMENDED FOR APPROVAL - WATER ONLY qp PROVIDE PRV FOR EACH INDIYIDUAL LOT. ,. V1 KR EGEWART. INC. OF CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE -RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE R. C. EDATE OF -CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILIfCONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; QUANTITIES SHOWN ON THEE PLANS ARE TO BE VERIFIED BY THE PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD CONTIRACTOR PRIOR TO BID AND/OR CONSTRUCTION. IF NO I BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR THE OWNER, THE ENGINEER AND THE CITY OF FONTANA HARMLESS DISGfREPANCIES ARE BROUGHT TO THE ATTENTION OF THE CIVIL KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN FROM ANY AND ALL LIABILITY REAL OR ALLEGED IN CONNECTION ENGINEER PRIOR TO THE AFORESAID TIME. THE TOTALS WILL BE ON THE MAP,. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRE- WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING CONSIDERED AS FINAL PAY QUANTITIES FOR ALL WORK SHOWN ON CAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE THE PLANS. AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN. OWNER, THE ENGINEER OR THE CITY. REVISIONS Engineer City BENCHMARK: C I TY OF FONTANA CAL I FORN I A No: Disori tion: Approval Date: A roval Date:. KAPP ASSOCIATES, INC. =UPD.AT�'d �E� �A�� _�-���� �.,G.�,- PUBLIC -WORKS DEP A-T1`1.ENT co_RREcrE.o �,aivrrrr.. _ ,r0 Aon r�Acr .s! f" 2 �. s�.s��G • y �- FWE 43 - R.R. SPIKE I N E.P. �,6mmm-m-W SP le BY PP*1536663E S' LY SIDE OF Drawn by: SEWER a WATER IMPROVEMENT PLANS Soa1e: Wzyn 7-/e. Aids - 3 j - 4 Fix L o T Al os; D/M. 57w. sE wE.e «-r To 7.e lj27s-a s�Ts 2 4 5 4 - 5 - 9 0 -s- 9� .3 •9 �• 3 6 BASELINE 220' +/- E' LY OF CIVIL ENGINEERS. LAND PLANNERSF C NTS T I TLE S &z�s _Az. CHERRY AVE. LAND SURVEYORS s /zE'co�� DrlAW/,uGS �eti2.�� Designed by: � 2002 IOWA AVE. SUITE 1 10 TRACT N0. 27 7 4 R 1 4 5 142 5 -11b - ELEVATION = 1313.04 RIVERSIDE. CALIFORNIA 92507 F.C. OCT. 1990 Cheoked bys ` , 93 Dwg., No. [714] 276-8760 A pproved: G.R.SLi32,-r•�8 _ _ CITY ENGINEER R.C.E. 2512E '=; •