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Home My WebLink About2518-1GENERAL 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 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 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 AND REINFORCED CONCRETE COLLAR TO BE 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 MANHOLE RING. 7. MANHOLE FRAMES AND COVERS SHALL 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. B. 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 CLEANOUT ARE TO BE PER CITY OF FONTANA STANDARD DETAIL 125. TERMINATE ALL HOUSE SEWER LATERALS 3' INSIDE THE PROPERTY LINE WITH A PLUG, PER CITY STANDARD DETAIL 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 THE 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 THE CITY'S 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 THA 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 PROVISIONS 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 PLANS 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. CITY OF FONTANA UTILITY NOTIFICATION LIST 1 CITY OF FONTANA PACIFIC BELL CO. ATTN: CARLOS NAVARRO ATTN: VIRGINIA BECKER 8353 SIERRA AVENUE 3939 E.CORONADO STREET FONTANA, CA 92335 ANAHEIM, CA 92807 (909) 350-6632 (714) 666-5467 SO. CALIFORNIA GAS COMPANY COMCAST (CABLE TV) ATTN: DENNIS FREEMAN ATTN: JACK HAYES 1981 W. LUGONIA AVENUE 1205 DUPONT AVENUE REDLANDS, CA 92374 ONTARIO, CA 91761 (909) 335-7547 (909) 390-4738 EMERGENCIES: (600) 427-2200 - GENERAL TELEPHONE COMPANY SO. CALIFORNIA EDISON COMPANY ATTN: STEVE HOCK 300 N. PEPPER AVENUE 1400 E. PHILLIPS BLVD. RIALTO, CA 92376 ONTARIO, CA 91766 (909) 820-5598 - UNDERGROUND (800) 422-4133 (909) 875-5100 - TRANSMISSIONS (213) 637-1233 - PIPELINES FONTANA WATER COMPANY (909) 357-6233 - DISTRIBUTION ATTN: MICHAEL J. McGRAW (800) 422-4133 8440 NUEVO AVENUE FONTANA, CA 92335 CRAWFORD CANYON MUTUAL WATER CO. (909) 822-2201 ATTN: BILL VANDERKIEFT, JR. FAX: (909) 823-5046 (619) 868-6040 UNDERGROUND SERVICE ALERT (800) 422-4133 r,r" 1 19. THE WALLS AND FACES OF ALL EXCAVATION 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. 20. THE CONTRACTOR(S) SHALL ALSO OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE #19 ABOVE FROM CAL/OHSA. PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR 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 THOSE 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 RESPON- SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS- IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD 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. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 3" MAX SIZE NATIVE SOIL, COMPACTED 959 6" MIN. 6" MIN. 10 On MAX 110" MAX. 6" MAX SIZE NATIVE SOIL, COMPACTED 90% 1/2" CRUSHED STONE BEDDING� PER STD. SPECS. FOR PUBLIC WORKS CONSTRUCTION TABLE 200-1.2(A) TABLE: 200-1.2(A) SIEVE SIZE PERCENTAGE PASSING SIEVES 1 1/20 - 1" - 3/4" 100 8" V.C.P. SEWER -10 318w 20-60 NO.4 0-15 NO.8 0-5 ASTM C 131 TEST GRADING B I? -,,m8" VCP 1" MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 90% N .•• + o a . 1 TYPICAL BEDDING 8" VCP 10' OR DEEPER 3" MAX SIZE NATIVE SOIL, COMPACTED 95% • 6" MIN. 10" MAX. 6" MAX SIZE NATIVE N SOIL, COMPACTED 90% if- ""OK 8" VCP 6" MIN. 10" MAX. 1" MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 90% \ W � 0 a0 TYPICAL BEDDING 811 VCP LESS THAN 1 0 ' DEEP WALNUT I AVVMTF' J r-TA1N " I z 0 AVENUE -- LIVE OAK AVE. INDEX MAP CONSTRUCTION NOTES: QUANTITIES lO C0N3T'ie(1GT COAJC�E ,5L A/VKEr PER ,DE-7AIL OXJ syr. 3. 8 L. P OCONSTRUCT 8" V.C.P. SEWER 3,0 30 G - P 3O CONSTRUCT 4" V.C.P SEWER LATERAL PER CITY OF FONTANA STD. DWG. NO. 125. -24 !DG L •F, O4 CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF FONTANA 12 EA DRAWN BY: STD. DWG. NO. 112. PREPARED IN THE OFFICE OF SO CONSTRUCT 60" DIAMETER CONCRETE MANHOLE. / �4 6O INSTALL 8" V.C.P. PLUG. I TRACT NO. 1ATTN AS SHOWN OL' A X 11TTT LD GIT.* OF F4@@h;; AAT A STp E)WG 1.Tl1 12g ��Qg�iLTO� `�y65709_2 8O REMOVE PLUG & JOIN EXISTING PIPE. I ' kECORD DRAW! NG.'-.. r E RECORD DRAW*= MVE BEEN PREPARED, IN '} , ON THE BASIS OF INFORMATION COMPILED AND' ISHED BY OTHERS. THE ENGINEER WILL NOT BE I r ONSIBLE FOR ANY ERRORS OR OMISSION§ WHICH, HAVE BEEN INCORPORATED INTO THE DOCUMENTS At A RESULT THEREOF. - Y BENCH MARK: # 361 BASIS SPIKE IN NORTH FACE OF OF BEARINGS: CITY OF FCALIFORNIA PP #1536697E. @ S.W. THE C.L. OF CHERRY AVE. BEING COR. OF BASELINE AVE. N 000 08'09N E PER P.M. 1959, PLANS PREPARED FOR 6 SULTANA AVE. P.M.B. 28/18 WAS USED AS THE BASIS OF BEARINGS FOR THIS PLAN ELEVATION: 1365.01 DRAWN BY: SCALE: PREPARED IN THE OFFICE OF SEWER IMPROVEMENT LEWIS HOMES OF CALIFORNIA Ms. MIMI MADOLE AND ASSOCIATES, INC. Q il_T Ip I DESIGNED: TRACT NO. 1ATTN AS SHOWN : RAYL OF THE INLAND EMPIRE ��Qg�iLTO� `�y65709_2 1156 N. MOUNTAIN AVENUE 10601 CHURCH STREET STE . 107O CHECKED: P.O. BOX 670 RANCHO CUCAMONGA 1730 CA 9 ¢ No . 14814 DATE: UPLAND, CA 91786 - PHONE (909) 948-1311 Exp: 3-31-01 PHONE: (909) 985-0971 wTc r1 � o � CI JOB NO. DWG. NO. SHEET NO . REVISIONS ENGR S DATE CITY DATE APPROVAL APPROVAL J MADOLE R C E 14814 DATE VIS- �ti� F OF CAL IF�Q APPROVED `�''� g� C OF �••R Z �% 18 1 5 . . . . CITY ENGINEER R.C.E. 25126 *P* SEWER TITLE SHT . TR. 15709-2 - 21 [0, 2551 PF: 1050 765' 2& -Jun -97. 09: 07 AM / 126-1050-1 DWG. DATE:,