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HomeMy WebLinkAbout2526-1ru"SIN "ArE SOIL, COMPACTED TO 95x R.G r MIM I Cr MAX r MAX SIX NAS SOA. COMPACTED TO s0'R R.C. to MAX SIZE SELECTED NAWYE @EQQlNG COMPACTED TO 9019 R. C. FM 09PER IM IT USE CRS ROCK SHADED AS FOLLOWS: 2SE ON POtC:E110 PASSR40 3/4" 100 1 /2'' 90-100 3/s' 20-60 NO 4 0-13 NO a 0-15 ASTM C131 TEST GRAD1114 BEECH A VF'm ►c SEWER IMPROVEMENT PLANS Tn A ^mr A Irl oof '95 r MOM ICr MAX I v- — L LH WDEX SCALE: 1'=10W CONSTRUCTION NOTES 8 QUANTITIES ma ITEM QumWTY ulffT t INSTALL STANGARO MAINMI S RER CITY OF F0NTA M STAMOAR© DETAIL 112. 10 EA. 2 INSTALL 8` VITRIFIED CLAY PIPE EXTRA STRENGIVI ll PER CITY OF FONTANA STANDARDS AND SPECIFICATIONS 205.1 INSTALL r VITRIFIED CLAY EXTRA STRENGTH SEWER LATERAL, 13 EA PER CITY OF FONTANA STANDARD DETAIL 123. INSTALL SEWER CLEANOUT BOX PER CITY OF FONTANA STD DETAIL. 125A FOR CONCRETE AREAS AND 1250 FOR LANDSCAPE AREAS. �4 INSTALL a" DUCTILE IRON PIPE PER CITY OF FONTANA STANDARDS AND 1a LF SPECMATIONS. INSTALL ChMM IEY LATERAL PER DETAIL SHEET 1. i EA SPECIFICATIONS. � a. e cr o .. �o BY: . a s• V.C.P. �. so" ov .. i're BENCH MAKK BM 24M ELEVATION=932.17 SPICE INSIDE CP POWER POLE. NORTH SIDE OF JURUPA AVEMlt1E 75' ISI OF U* fLllii AVE AT POWER P= OJO.TE. LL'l A15- BUIL: REVISIONS GENERAL CONSTRUCTION NOTES 1. TWE CONSTRUCTION OF ALL PUBLIC IMP1iDVEMENTS SHALL CONFORM TO THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD SPECIFICATIONS, PUBLIC WOM DEPARTMEUT; CITY OF FONTANA AND STANDARD SPEGIFiCAIMM FOR PU" WOW CC1i011M)CYAN (BIIE�1 K. LATEST REVISIO BOONS. 2 CONSTRUCTION PERMMTS 9 4ALL ME QBTAHM FROM FONTANA ENOIIiEEM 01lA!>a1 11�1111 TO START W AM W= 010 1M CIRY LIWVL 3. STATIONING REFERS TO THE CENTEWJNES OF STREET EXCEPT OlHERWK U012L 4. ALL tN O010 WOW 24ML BE ©OWtE ICD PRIOR 70 PANUS OF S1RE'F?3 5. EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS THE CONTRACTOR SHALL BE RESPONS01 FOR VERIFYING THE ACTUAL LOCATION AND UIVAT301N IN THE FIS. 6. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GAURDED BY A 94ORMiii SYSIM SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS 7 NAiIN Fibs (3) FT MI D" 94ALL ALSO BE GAIJADED 001 EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 7. TME CGNIRACTORR(S) 94ALL. ALSO 0&TNR A PatWT TO Pl"t ORM Eft"" OR TRERM WORK AS D'E'SCRIBED IN NOTE 6 ABOVE FROM CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. SEE STANDARD SPECIFICATIONS FOR PUMX WOW CONSTRUCTION SECIM 308---1 L S S REFER TO CITY OF FONTAiiiA, U60-0-1110 UILJTY LOCAL M STAT DETAL. 12L 9. ADEQUATE STAKES SHALL 8E SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WONM Tn THE PLAN GRADES CONTRACTOR SHALL NOTIFY THE ENGINEER 46 -HOURS PRM TO INE AINTxgPAWD FSTIINT OF C�GIiGiiMlCiiEiMl. 1`0. AS BMT ORA1AiMi0M 94ML AL PllO'YM BY THE CONTRACTOR TO TME ENGINEER OF RECORD. RECORD DRAWINGS SMALL BE PROVIDED 70 THE CITY OF FONTANA. 11. TWE CMuRACIDIlt SlIML BE RESPONS19LE FOR THE RESETTING OF ANY SURVEY MONUMENTS, STREET CENTERLINE MONUMENT% at BENCHMARKS WHICH ARE DISTURBED DURING CONSTRUCTION WHETHER THEY ARE SWAMI ON TW PLAINS OR NW. IL ALL 111APIM©LE AND CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED r BELOW FMM9HED GRADE BY SEWER CONTRACTOR AND 9I4ALL BE RAISED TO GRADE 8Y PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 13. AtL 4 MOUSE SEM LATERALS SMtAtL BE INSTALLED ON A 2X MR4WM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENOMrEER. INSTALL SEWER CLEANOUT BOX FOR ALL HOUSE LATERALS PER STD 125-A OR 1251L 14. 7EWAMMIE ALL 4! WXW 3EAIt LATERAtS INSIDE THE LOT VrATH A PLUG. SHOULD A PUBLIC UTILITIES EASEMENT BE CONTIGUOUS TO THE STREET R.O.W.. THE LATERAL SHALL EXTEND ACROSS THE EASEMENT AND TERMINATE X INSIDE DE LOT AS LIEASUM FFMA 114 iiiiJW EASEMEMiT UNE. I& CHIS X SMALL BE PLACED ON THE CURB OVER LOCATIONS OF SEWER LATERALS BY THE KllEI- C MTMACT(. 1B. IT SMALL K THE CMIRACTO" RESPOIM�!'XtlTY TO VERIFY TME MORf"lOMrTAL LOCATIONS AND VERTICAL ELEVATINS OF ALL UTILITY CROSSINGS FOR ALL UTILITIES CONSTRUCTED PRIOR TO THE SEWER ANY DISCREPANCIES SH" K MADE IN 11lRIZUG Ta THE OMER PAM lr OOis7lltiClKlli. 17. THE CONTRACTOR(S) 94ALL COORDINATE CONSTRUCTION WITH ALL UTIU71ES AND OTHER IMIPROVESAENT! MICt.L1DAiM, MUT NOT Loom 1% GAS, TELEPHONE, ELECTRICAL. LIGHTING, TELEVISION CABLE, LANSCAPING IRRIGATION, DOMESTIC WATER. RECLAIMED WATER. SEWER. STORM DRAINAGE. FLOW CONTE SYSTEMS, FPO. 48 AQIJRS PRIOR TO EXCAVAT" NfiAR THINK FAUUT" FII SURFACE �I C&O co r v�cP CLASS 450-0-2000 CONCRETE ENCASEMENT t/s BEMND i! Ir LIME r VIV AT 2R Ar AAAI LAW tI' 9QUA1� � on CIRCLE WIM W � I CHIMNEY LATEftAL we sch 1. THE UPPER ENO OF THE HOUSE CONNECTION SHALL BE SEALED BY INSTALLINS A CAP AND 9EAL.M10 THS CAIS 4I'W4 AL mm (1 Ili.) "M T 9 *r MORTAR AMM TME COWXWERENCE Of THE CAP. 2 BRANCHES SHALL AL EITHER TEES OR WYES AND 9M1ALL BE R©TATM UPWIAM FUN "L.W M TALE TO A" ANGLE OF 22-1/2 DEGREES TO 45 DEGREES WHEN TEES ARE USED. BENDS ARE NOT REQUIRED BUT MAY BE USED AT THE OPTION OF THE CONTRACTOR. WHEN THE BRANGW VA"MO N QW4 Nisi O NFQW i0 7i4E SLOK OF W WM CCNNEC mm SEAR. PUl1.ED JOIN73 MAY K USED FOR ADJUSTMENT. 3 TW MAXR" 0CM.1''CTt X AT EACM J=7 FOR 1W min (4 IN.) AND 1'50 mm (M IN.) VITRIFIED CLAY PIPE HOUSE CONNECTION SEWERS SHALL BE 4 DEGREES WHICH IS EQUAL TO A PULL OF 14 mm (9/16 IN.) FOR A 150 mm (6 In.) PIPE AND 10 mm (3/9 WL) FOR A 100 mit (4 In.)PW. (PULL IS DEFINED AS THE SEPARATION OF THE ABUTTING PPE ENDS ON THE CONVEX SIDE OF THE CURVE MEAS JRED AT THE OU'131DE PIPE BARRED 4, CONNECTION OF A BUILDING SEWER SMALLER THAN 130 mm (t MN.) TO A 190 mo (D w.) MOM 0011=110 lEM22t OWL K MADE USING AN APPROVED INCREASER - TEE OR AN INCREASER FOLLOWED BY A TEL f�n$ineer'� City Date � �'R€�-'�€C� QV p rovol Amr6`voi 9 Th i e l m a nn -Engineers 1078 TOWN AND COUNTRY ROAD ORANGE, CA 92668 (714) W-0505 FAX (714) 147 -OM DENS THIELMANN DATE .C.E. Na 25742 EXP. DATE 12/31/97 UT117Y NOTMCATIONS CITY OF FONTANA 8353 SIERRA AVE FONTANA CA 92333 TELEPHONE (909) 350-7010 90.C:AlIF PAS COMPf WY -- 011111W F 16231 VALLEY BLVD. FONTANA. CA 92335 T€LERHOW (164-4711) OR (111" 425-4131 SO.CALIF GAS COMPANY -- TRASMMSIOM DEPARTMOIf 2191 BIRCH STR&ET BREA, CA 92621 TELEPHONE (909) 520--2M OR (800) 422-4133 SOUTHERN CALIFORNIA ED" COMPANY 7951 REDWOOD AVENUE FONTANA, CA 92336 909 357-6231 �SO. OF .t ) 909 357-6223 NCL OF MERRILL 800 422-4133 GENERAL TELEPHONE COMPANY 245 N. MOUNTAIN AVENUE POMONA. CA 91766 (213) 387-2287 ON (800)422-4133 SAN BERNARDIIO COUNTY FLOOD CONTrOI DISTRICT 825 E. THIRD STREET SAN BERNARDINO, CA $2408 (909) 363-166'3 PACIFIC TELEPHONE AND COMPANY 3073 ADAMS STREET RIVERSIDE. CA 92504 (714) 359-2585 OR (800)422--4131 FONTAMM WAIM COMPA W 8440 NUEVO AVENUE P.O. BOX 987 FONTANA, CA 923M (909) 822-2201 /AqdAr'h, Q41k TOLL FF" u-na carr of FONTANA Drawn 8y. SOUTHRIDGE VILLAGE scow: GTT TRACT 15795 All "'°'"" Designed By. Date: in SEWER IMPROVEMENT PLANS AUGUST 4. IMP Cho*ed By. L�/ 1"1i�/v Dwg. Na GTT CITY ENGINM. RCE 25126 DATE 2526 3