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HomeMy WebLinkAbout2506-1.tifGENERAL NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS DATED 1975 INCLUDING LATEST REVISIONS, AND STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION, 1994 EDITION. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK WITHIN THE CITY LIMITS. 3. UNLESS OTHERWISE SPECIFIED, SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT TYPE OR BAND SEAL 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: C700-89 "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. 4. 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 REINFORCED CONCRETE COLLAR -PER CITY OF FONTANA STANDARD DETAIL 109. 5. ALL STATIONING REFERS TO CENTERLINE SEWER, UNLESS OTHERWISE NOTED. 6. ELEVATIONS SHOWN ON PROFILE AS "TOP OF MANHOLE" ARE APPROXIMATE ONLY AND NOT TO BE USED FOR SETTING OF MANHOLE RING. 7. 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. 8. SHORT STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT THE MANHOLE WALLS TO ABSORB MINIMAL DEFLECTION. 9. 4" V. C. P. HOUSE SEWER LATERALS AND LATERAL HOUSE CLEANOUTS SHALL BE PER CITY OF FONTANA STANDARD DETAIL 125. TERMINATE ALL HOUSE SEWER LATERALS 3' INSIDE THE PROPERTY LINE WITH A PLUG, PER STANDARD NO. 125, 10. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 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 ENGINEER OF RECORD BY THE CONTRACTOR. THE ENGINEER OF RECORD SHALL PROVIDE "RECORD DRAWINGS" TO THE CITY PRIOR TO CITY ACCEPTANCE OF THE SEWER SYSTEM. 13. SEWER CONTRACTOR SHALL CHISEL "X" IN THE CURB AT THE LOCATION OF ALL LATERALS. 14. THE CONTRACTOR SHALL PROVIDE THE TERMINAL CLEANOUT AT THE END OF THE BOUNDARY IF THE SEWER CONSTRUCTION WILL BE DONE IN SEVERAL PHASES. SEE CITY OF FONTANA STANDARD DETAIL 128 FOR SEWER TERMINAL CLEANOUT. 15. ALL 4" HOUSE SEWER LATERAL SHALL BE INSTALLED ON A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE MEANS OF DUST CONTROL WHICH SHALL INCLUDE PROVISION FOR ADEQUATE WATERING DURING THE GRADING PROCESS AND PROVISIONS FOR CONTINUANCE OF DUST CONTROL AFTER THE GRADING UNTIL SUCH TIME THAT THE GRADED SURFACE PRESENTS EFFICIENT PROTECTIVE COVER AGAINST WIND OR WATER EROSION THAT SPECIAL DUST CONTROL MEASURES ARE NO LONGER NECESSARY. 17. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLAN OR FOUND DURING CONSTRUCTION WITHOUT PRIOR NOTIFICATION TO THE CIVIL ENGINEER. REMOVAL AND REPLACEMENT SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS WHICH WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. CONTRACTOR SHALL NOTIFY REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF SAID MONUMENTS BY SAID REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. 18, THE WALLS AND FACES OF ALL EXCAVATIONS GREATER 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. 19. THE CONTRACTOR(S) SHALL ALSO OBTAIN- A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 18 ABOVE FROM CAL/OSHA. 20. DUCTILE IRON PIPE SHALL BE PRESSURE CLASS 150, JOINT TYPE: RUBBER GASKET PUSH -ON JOINT. COATING AND LINING SHALL COMPLY WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION 207-9.2.4. LINING SHALL BE FURNISHED WITH A SEAL - COATED CEMENT -MORTAR LINING THAT CONFORMS TO ANSI/AWWA C104/ A21.4. ( SEE SHEET 8 OF 9) BENCH MARK: CITY OF FONTANA BENCHMARK NO. 378, CIRCUIT NO. 67-5, 30D NAIL IN POWER POLE (NO NUMBER), SOUTHWEST CORNER OF BEECH & FOOTHILL BLVD., DATE SEPTEMBER 1967. ELEVATION 1267.84 0 C N 0 293 1 1/21; - 1' - 3/4" 100 _AIL. AIL 90-100 3/8" 20-60 �10��1�i(�����►�I� �',�° 0 �i001. - `�:IC1�01\YD_ D'''.4&. ID A.1N- S T kInE- V W An 0_ CI 01AI nL1 A DT bUALL: 1 = 1ZU BASELINE AVENUE SHEEN' 9 L.-----------------..�.._._..-..-------._._..-..�.-.-.._.-.-.-.---.-.__ .-....... -.-....... - PRIVATE ENGINEER'S NOTES TO CONTRACTOR: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR ANY STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES NOT SHOWN ON THESE DRAWINGS. CONTRACTOR AGREES THAT HE/SHE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CITY, THE OWNER AND THE 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 THE ENGINEER. f s/ 094c:6 CIVIL ENGINEERING CONSULTANTSA-A ENGINEERING - PLANNING - SURVEYING - CIVILCWD SOFTWARE SUPPORT 680 S. WATER.MAN AVE. SAN .BERNAR.DINO, CA. 92408 - (909) 885-3800 wl m I I a I I I I I I I I I I I I I I III w > SITE V) BASEL ! BASEL I NE AVE oe >_ o �z 0� o0 z � ¢ a _ <w w n" w 0 r- > z o :2 w _ <c v .-t w w D © = m cn ZA VICINITY MAP N. T. S. REVISIONS Engineer city LLY Approval Date: Approval Date: DRAWN 6Y NJK CHECKED BY BRH SCALE JOB No. 965023 DATE 28 JAN 9 UTILITY NOTIFICATIONS: CITY OF FONTANA ATTN: CARLOS NAVARRO 8353 SIERRA AVENUE FONTANA, CA 92335 ( 909) 350-6632 SOUTHERN CALIFORNIA GAS COMPANY ATTN: DENNIS FREEMAN 1981 W. LUGONIA AVE. REDLANDS, CA. 92374 EMERGENCIES54(800) 427-2200 SOUTHERN CAL. EDISON COMPANY 300 N. PEPPER STREET RIALTO, CA 92376 909 820-5598 -- UNDERGROUND 909 875-5100 -- TRANSMISSION 213 637-1233 -- PIPELINES 909 357-6223 -- DISTRIBUTION 800 422-4133 CRAWFORD CANYON MUTUAL WATER CO. ATTN: BILL VANDERKIEFT, JR. ( 619) 868-6040 3" MAX. SIZE NATIVE- SOIL ATIVE- SOIL COMPACTED TO 95% 6" MIN. 10" MAX. 6" MAX. SIZE NATIVE - SOIL COMPACTED TO 90% 6" MIN. 10" MAX. PACIFIC BELL CO. ATTN: VIRGINIA BECKER 3939 E. CORONADO STREET ANAHEIM, CA 92807 ( 714) 666-5467 UNDERGROUND SERVICE ALERT ( 800) 422-4133 COMCAST ( CABLE 4 ) ATTN: JACK HAYES 1205 DUPONT AVE. ONTARIO, CA. 91761 (909).390-4738 GENERAL TELEPHONE CO. ATTN: STEVE HOCK 1400 E. PHILLIPS BLVD. ONTARIO, CA. 91766 ( 800) 422-4133 FONTANA WATER COMPANY ATTN: MICHAEL J. MCGRAW 8440 NUEVO AVE. FONTANA, CA. 92235 ( 909) 822-2201 FAX: ( 909) 823-5046 1" MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 90% N '-' o 8" OR 10" VCP OR DIP -, s d - .TYPICAL BEDDING FORT OR 10" VCP OR DIP LESS THAN 10' DEEP N. T. S. 3" MAX. SIZE NATIVE- SOIL ATIVE- SOIL COMPACTED TO 95% 6" MIN. 10" MAX. 6" MAX. SIZE NATIVE- SOIL ATIVE- SOIL COMPACTED TO 90% 6" MIN. 10" MAX. 1" MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 90% it z 1/2- CRUSHED STONE � BEDDING PER STD ' SPECS. FOR PUBLIC WORKS CONSTRUCTION TABLE 200-1. 2(A) o o SHOWN RIGHT ' o 8" OR 10" VCP OR D I P TYPICAL BEDDING FOR 8" OR 10" VCP OR DIP 10' OR DEEPER N. T. S. TABLE 200-1.2( A) SIEVE SIZE PERCENTAGE PASSING SIEVES 1 1/21; - 1' - 3/4" 100 1/2" 90-100 3/8" 20-60 NO. 4 0-15 NO. 8 0-5 ASTM C 131 TEXT GRADING B CONSTRUCTION NOTES: UANTITIES:0 QUANTITIES.- Ess1a 0 CONSTRUCT SEWER MANHOLE PER CITY OF FONTANA STD. NO. 109, 112, & 114 22 EACH T I T L E SHEET (2 CONSTRUCT SEWER CLEANOUT PER CITY OF FONTANA STD. NO. 128 2 EACH APPROVED: �.��!'�c/..C�� 8/r,f9,r ®RW, . N0. CONSTRUCT 8" V. C. P. SEWER MAIN ( EXTRA STRENGTH W/COMPRESSION JOINTS) 5569 LINEAR FEET SHEET 1 OF 9 (D CONSTRUCT 4" DIA. ( EXTRA STRENGTH) V. C. P. SEWER LATERAL WITH PLUG PER 133 EACH CITY OF FONTANA STD. NO. 125 CONSTRUCT 10" D. I . P. SEWER MAIN 986 LINEAR FEET 1111111111m,1©e��aEBS`OrU,� (D CONSTRUCT 10" V. C. P. SEWER MAIN ( EXTRA . STRENGTH W/COMPRESSION JOINTS) 227 LINEAR FEET fit NORWOOD J�41�(G 0 CONSTRUCT CONCRETE BACKFILL PER SECTION X -X, SHEET 8 50 CUBIC YARDS rn No. C-337 6 m Expel,& Z! � CIVIL CITY OF FONTANA, CALIFORNIA Ess1a LONNY YOUNGM SEWER, PLAN -TRACT 14293 SCALE: No. °043216 � T I T L E SHEET Exp. 3,431/00 DATE: APPROVED: �.��!'�c/..C�� 8/r,f9,r ®RW, . N0. crvzL ��9TF o¢`'�� 18 APR 1997 CITY ENGINEER AGE 25126 DATE SHEET 1 OF 9 °F cALIF