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Home My WebLink About2513-1GENERAL 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 SMALL 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. 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 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 ENO 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 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: (800) 427-2200 20-60 NO.4 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 PREPAREDIN THE OFFICE OF AND ASSOCIATES, INC. (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 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 PERMIIT TO PEAFOAMI EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE f19 ABOVE FROM CAL/OHSA. PRIVATE ENGINEER'S NOTICE TO CONTRACTORS 3' MAX SIZE NATIVE S00., COMPACTED 95X 6* MIN. 6" MIN. 1 Go MAX.- 10. MAX. So MAX SIZE NATIVE SOIL, COMPACTED 9O" Y In MAX. SITE SELECTED NATIVE BODING COMPACTED TO 90X ��:'w:w •sal, •. •. 1/20 CRUSHED STONE BEDDING .. Li PER STD. SPECS. • FOR PUBLIC WORKS CONSTRUCTION %. . TABLE 200-1.2(A) TABLE: 200--1.2(A) It 0ar so vcp SIEVE SIZE PERCENTAGE PASSING SIEVES 1 112 - 1' - 3/40 100 _1 3 a 20-60 NO.4 0-15 NO.8 0-5 ASTM C 131 TEST GRADW S 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 ALLEGEM 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. rt TYFICA�. BEDDING FOR 1 2 & 8" vCP 10' OR DEEPER 3" MAX SIZE NATIVE SOIL, COMPACTED 95X 6" MIN._ 6' MIN. 100 MAX. 100 OR. 6s W!!! SIZE NATIVE N SOIL. COMPACTED 9OX - - 1' AAAX SIZE SELECTED NATIVE BEDDING COMPACTED TO 90% v • + a 0 • •� •. ,. a it le'al Be YCP FOR 12m & 8` VCP LESS THAN 10 1 DHSS' llylbM 1 ! =10 NEW i6lmmmI�IrNY010 m r - - mom N � 'FONTAf11 �1 I 1 Etiwanda I " 10 AWAV VICTOM - cl si C-1 mw 1 l W iyw L r'fi01"a3,eA 1Z,lY ala -CA v �1 SA/V�D l�tl �IW� ,SPACC le LL O.,a. _ ---- I� A, cr VICINITY MAP NTS - E�r�! WIN rMnmVeMe+v r ISITyMt�/r1 �+� >'Mac1r M�4tJHI�[�t ,r CHANNEL/MANHOLE SECTION 49CA I t HOIrJZ, / "' ss >iE� • CA S/AI6 AlOr& S N w X srwl. rp 1 Oba On1. A INDEX MAP tav= o" Avs. whr (@ a a 0 . C ."P 2 64CH roc /s "awo . ¢" x ! 2" X&D HOOD Ck /A-5 O a' o.c rN/CK/VG'S ASXCq'p . 7t> �o%IVTjA/ PE&lc tl P91 -ow Lmja - /. rLll G: , ...�t/'03 O� C,,gslA/6i wOr � d� w�tl�7?C�1M LE�tID IR�/COlt E�!rtl�VA� EQ .,4L �. rJC4v/,o�C sM.All ��v 2 • VEIGJFY L-� t/Ar/OI�IS Ai�TN EAJD! 1'X"X M 1`ILUAI G CAS/NC - JAC1<5D CASIAIG &erAIL MIN sacrum "A -A" a PLANS PREPAP" FOR LEWIS HOMES OF CALIFORWA ATTN : Ms. MIMI RAYL 1156 N. MOUNTAIN AVEME P.O. BOX 670 UPLAND, CA 91790 PHONE: (9.09) M-09711 U I cecarm I4.WN01-a REVISIONS � CI ROYAL DATE APPROVAL DATE G APPROVAI. OP THESE PLma 1S pm COMSTRUCTIOM UPWREAN OF 3TA 78+84.51 - CONSTRUCTI(M ACROSS BASE LINE AVE. WILL REQUIRE TRAFFIC CONTROL PLAN APPROVAL.. IENCH MARK: f 361 SPIKE IN NORTM FACE Of . Q-i�=I ZItS Ol 00mm=Jt.'T 12' V.C.P. sffwwL - Qi CONSTRUCT r V.C.P. SEWER �3 CONSTRUCT 4" V. C.P SEWER LATERAL PER CM_ OF PONTANA S'D. DRAG. NO. 125- lamSTRUCT PltICAST CONCRE I Im PW Cmr CW FWTAM - .�•- - a 26/ is WAS USED AS THE STD. DwcL N 112. Cl• L? = �" ) dCONSTRUCT W DLA.?AETER CONCRETE MANfJ0U- ---- T Z-�► . SEWER II►�ROVEIHENT PLANMANXESCALE: PT-Nt CtrY Olo PDAJ? A"A SM. VOW . A & 11t. PREPAREDIN THE OFFICE OF AND ASSOCIATES, INC. 6O M TAU eV CJP. Mla 'TRACT NO. 15709l ' Q IverAu /t' K ar PLL/C . / AM U /AtST.ALL t4" x a/d' TH/cK AGK STre-L C.491Nw- • 140 L")'`. a' , N. 14514 ' Oc oAjsrxu Cr srAAjDAAo tMDr J4Lyll No4a Pml C C! l7' op ! � • RANCHO CUCAMONGA, CA 91730 P;0N rAAlA ens. Dwc . A10. I//. whr (@ a a 0 . C ."P 2 64CH roc /s "awo . ¢" x ! 2" X&D HOOD Ck /A-5 O a' o.c rN/CK/VG'S ASXCq'p . 7t> �o%IVTjA/ PE&lc tl P91 -ow Lmja - /. rLll G: , ...�t/'03 O� C,,gslA/6i wOr � d� w�tl�7?C�1M LE�tID IR�/COlt E�!rtl�VA� EQ .,4L �. rJC4v/,o�C sM.All ��v 2 • VEIGJFY L-� t/Ar/OI�IS Ai�TN EAJD! 1'X"X M 1`ILUAI G CAS/NC - JAC1<5D CASIAIG &erAIL MIN sacrum "A -A" a PLANS PREPAP" FOR LEWIS HOMES OF CALIFORWA ATTN : Ms. MIMI RAYL 1156 N. MOUNTAIN AVEME P.O. BOX 670 UPLAND, CA 91790 PHONE: (9.09) M-09711 U I cecarm I4.WN01-a REVISIONS � CI ROYAL DATE APPROVAL DATE G APPROVAI. OP THESE PLma 1S pm COMSTRUCTIOM UPWREAN OF 3TA 78+84.51 - CONSTRUCTI(M ACROSS BASE LINE AVE. WILL REQUIRE TRAFFIC CONTROL PLAN APPROVAL.. IENCH MARK: f 361 SPIKE IN NORTM FACE Of BASIS OF BEARINGS: CITY OF FONTANA CALIFORNIA PP 01536697E 9 S. W. THE C . l . Of C1#I�MIr AVE.AME KIND . COR. OF BASELINE AVE. M 00'09109' E PE11 P.M. ism 6 SULTANA AVE. P.M.B. 26/ is WAS USED AS THE I EVATION:1365.01 BASIS OF OEAAINGS FOR THIS PLM DRAWN BY: SEWER II►�ROVEIHENT PLANMANXESCALE: PREPAREDIN THE OFFICE OF AND ASSOCIATES, INC. Esq 'TRACT NO. 15709l AS SHOW" DESIGNED: OF THE INLAND EMPIRE 10601 CHURCH STREET STE. 107 CO CO N. 14514 ' CHECKED:'MODEL S DA TE: RANCHO CUCAMONGA, CA 91730 • PHONE (909) 948-1311 E>g 3-31-01 JOB NO. DWG. NO. SHEETNO. 7 Z'Ivi�- ,� CALAPPROVED may! pF M. R. .14814 DAT �_ + ITY E R. *F* MUUtL Slit StNtM PLAN 111Lt SMI - ei lU, e=j f -r: !UW /04 ie -May --W 2V: = API / 1e0-1UMU-1 DATZ: 8-24-1T