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Home My WebLink About2492-1.tifcoo SEWER IMPROVEMENT PLANS SEWER IMPROVEMENTS NOTES: T__RAC T_ N � e . I � 4 5 7 0 A�TD -14-570 -1 l� 1. NOTHING IN THESE PLANS RELIEVE THE CONTRACTOR FROM OBTAINING PERMITS AS REQUIRED BY THE CITY. 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE / o- COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY UNDERGROUND UTILITIES & STRUCTURES d RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE / �'� OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR AND ALL UNDERGROUND UTILITIES. / STRUCTURES SHOWN IN THESE PLANS ARE OBTAINED BY A SEARCH OF / AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO 3. THE CONTRACTOR SHALL BE RESPONSIBLE F �s EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE OR THE REMOVAL, y REPLACEMENT OR RELOCATION OF ALL REGULATORY, WARNING AND q CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO Z GUIDE SIGNS. OF I PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION a OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. Of o 4. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTSTRACT U -U, OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING 14570-1 RESPONSIBLE CAUTION: LIABLE FOR,I UNAUTHOR ZEDN C AINGESOOR USES OF ON Q CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE DONE BY A /SHE THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND � REGISTERED CIVIL ENGINEER, WITH RCE BELOW 33965, OR A LICENSED 10 I LAND SURVEYOR ONLY. MUST BE APPROVED BY THE PREPARER OF THESE PLANS. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN L!\ RECORD DRAWING EFFECTIVE MEANS OF DUST CONTROL WHICH SHALL INCLUDE W SUMMIT AVENUE PROVISIONS FOR ADEQUATE WATERING DURING THE CONSTRUCTION / S E The information on this drawing Ifi ohta,nod fFOM Q!bars and RANCHO PROCESS. � mast he verified in tt►e fir ld t,,, .,f� �ri r .sn PRIVATE ENGINEER'S S NOTICE TO CONTRACTORS CO" NGA >. prior t� 11,... or W construction, HALL � F��`��',#ifs, INC. Is not responsit)ln for 6. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD AND underground faCifity (n��t�n,, Or C��.'i!:t10nS. All above-�rouncl THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE DEBRIS DEPOSITED ON THEM AS A RESULT OF THE GRADING / Cl) ( facilities can be readily seen and verified by the nartiris that RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF OPERATION. CLEANING IS TO BE DONE TO THE SATISFACTION OF THE intend to nsp �%a�Tan, s ar CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS �'� j' AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY CITY ENGINEER OR ASSIGNEE. � '. r 9 VICINITY MAP '�, AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE 7. CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE N.T.S. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF ', t ENGINEER HARMLESS FROM ANY AND ALL LIABILTY, REAL OR ALLEGED, FONTANA ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK tlx: IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT WITHIN THE CITY LIMITS. `V �a '�� 'Q # EXCEPTING FOR LIABILITY ARISING FORM THE SOLE NEGLIGENCE OF THE /'� 3 1 2 MH 16OWNER OR THE ENGINEER. 8. ALL STATIONING 0+00.00 REFERS TO THE CENTERLINE OF SEWER � \A C1,_ •Tett 253.i•�" awkV V ., ` UNLESS NOTED OTHERWISE. 9. STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 10. ALL PIPELINE OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES, ETC. SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED WITHIN AREAS 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. 11. RECORD DRAWINGS SHALL BE PROVIDED TO THE CITY BY THE ENGINEER OF RECORD. 12. REFER TO THE CITY OF FONTANA STD. DETAIL 131 FOR THE CITY OF FONTANA STD. TRENCH REPAIR. 13. MANHOLE FRAMES AND COVERS TO BE CONSTRUCTED BY THE SEWER CONTRACTOR 6" BELOW FINISHED SURFACE GRADE AND UPON COMPLETION OF PAVING, CONTRACTOR SHALL RAISE SAME TO FINISHED GRADE. 14. 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 SPECIFICATIONS 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. 15. THE MANHOLES SHALL BE PRECAST ECCENTRIC 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. 16. 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 TO 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". 17. ELEVATIONS SHOWN ON PROFILE AS "TOP OF MANHOLE" ARE APPROXIMATE ONLY AND NOT TO BE USED FOR SETTING OF MANHOLE RING. 18. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD PLANS, AND STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION, LATEST EDITION. 19. SHORT STUBS WITH FLEXIBLE COMPRESSION JOINTS SHOULD BE USED AT THE MANHOLE WALLS TO ABSORB MINIMAL DEFLECTION. 20. SEWER CONTRACTORS SHALL CHISEL "X" IN THE CURB AT THE LOCATION OF ALL LATERALS. 21. THE CONTRACTOR SHALL PROVIDE THE TERMINAL CLEANOUT AT THE END OF THE BOUNDARY IF THE SEWER CONSTRUCTION WILL BE DONE IN SEVERAL PHASES. SEE THE CITY OF FONTANA STANDARD DETAIL 128 FOR SEWER TERMINAL CLEANOUT. 22 ALL 4" HOUSE LATERALS SHALL BE INSTALLED ON A 2% MINIMUM GRADE, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. EX. GROUND OR - PROP. SUBGRADE 3" MAX. SIZE NATIVE' SOIL, COMPACTED 95% 6" MAX. SIZE NATIVE -- SOIL, COMPACTED 90% 6" MIN. 10 MAX. SELECTED NATIVE SOIL PER CITY PLANS & SPECS. TRACT 14570 NOTES: 1. PAVEMENT BREAKING AND REPLACEMENT SHALL BE IN ACCORDANCE WITH REQUIREMENTS OF THE CITY OF FONTANA STD. #131. ;:..: 2. COMPACTION TEST MAY BE REQUIRED AT THE DISCRETION - OF THE CITY INSPECTOR, AND AT NO EXPENSE TO THE CITY. N --8" V.C.P. SEWER BEDDING MATERIAL SHALL BE SAND, GRAVEL, �� CRUSHED AGGREGATE, OR NATIVE FREE -DRAINING -1- GRANULAR MATERIAL HAVING A SAND EQUIVALENT OF NOT LESS THAN 30, AND SHALL HAVE A PERCENTAGE COMPOSITION BY WEIGHT WHICH CONFORMS TO THE FOLLOWING GRADING: SIEVE ANALYSIS - PERCENT PASSING NOMINAL SIZE 1-1/2 pf 1" 3/4" 1/2 3/8" NO. 4 NO. 8 NO. 16 3/4" TO NO. 4 - 100 90 TO 100 - 20 TO 55 0 TO 10 0 TO 5 - TYPICAL BEDDING FOR SEWER V.C.P. N.T.S. Underground Service Alert Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG Q�OFESS/�N� c ~ N6.35275 Z �' * Exp.9/30/99 CiVI r�F CA1.�F CONSTRUCTION SITE BENCHMARK: ELEV. 1534.50 SET CHIS SQUARE ON CATCH BASIN AT THE N.W. CURB RETURN BRIDLEPATH DR. & CHERRY AVE. 50 FT. N.E. C/L BRIDLEPATH DR. 36 FT. N.W. C/L CHERRY AVE. BENCHMARK: ELEV. 1313.04 FWE 43 - RAILROAD SPIKE IN E.P. BY PP#1536663E S'LY. SIDE OF BASELINE 220' E'LY. OF CHERRY AVE. BASIS OF BEARINGS: THE NORTH LINE OF THE NORTHWEST ONE HALF OF SECTION 23, TOWNSHIP 1 NORTH, RANGE 6 WEST, S.B.M. BEING N89'50'00"E PER TRACT NO. 13750 RECORDED IN BOOK 250, PAGES 48 THROUGH 66 OF MAPS, RECORDS OF SAN BERNARDINO COUNTY. LEGAL DESCRIPTION: LOT 14 OF TRACT NO. 13750 IN THE CITY OF FONTANA, COUNTY OF SAN BERNARDINO, CALIFORNIA, PER AMENDING MAP RECORDED BOOK 2.50, PAGES 48 TO 66, INCLUSIVE, RECORDS OF SAN BERNARDINO COUNTY. UTILITY PURVEYORS: ELECTRICITY SOUTHERN CALIFORNIA EDISON CO. DISTRIBUTION PLANNING 7951 REDWOOD AVENUE FONTANA, CA 92336 (909) 357-6562 CONTACT: ARMANDO GONZALES GAS SOUTHERN CALIFORNIA GAS CO. DISTRIBUTION PLANNING 16231 VALLEY BOULEVARD FONTANA, CA 92335 (909) 428-8402 CONTACT: DAVID PADILLA WATER FONTANA WATER COMPANY 7440 NUEVO AVENUE FONTANA, CA 92335 (909) 822-2201 91MAM CITY OF FONTANA 8353 SIERRA AVENUE P.O. BOX 518 FONTANA, CA 92335 (909) 350-7610 OWNER/DEVELOPER ALPER DEVELOPMENT 6101 CHERRY AVENUE FONTANA, CA 92336 (909) 899-0156 CONTACT: CRAIG SWARTS COMCAST CABLEVISION 1205 DUPONT STREET ONTARIO, CA 91761 (909) 988-8322 X3055 CONTACT: JACK HAYES CONSTRUCTION NOTES & QUANTITIES: .00ATION MARKS CABLEVISION FIBER -OPTICS/ TRUNK LINK THROUGH PROJECT 4240 HALLMARK PARKWAY SAN BERNARDINO, CA 92407 (909) 880-0220 CONTACT: JOE DEARMAN GTE CALIFORNIA, INC. CAB20VF 870 NORTH MOUNTAIN AVENUE UPLAND, CA 91786 (909) 931-2472 CONTACT: DANIEL TUCKER WI LTEL, INC - FIBER -OPTIC TELECOMMUNICATIONS LAS VEGAS, NEVADA TO LOS ANGELES, CA UPLAND, CA 91786 P.O. BOX 21348, MD 26-3 TULSA, OK 74121 918) 588-3397 909) 947-9441 (LOCAL CONTACT) LOCAL CONTACT: JERRY KENNEDY S O �Ln no N r-, L6 h� QUANTITY ITEM DESCRIPTION UNIT TRACT NO. TRACT NO. 14570 14570-1 OCONSTRUCT 8" EXTRA STRENGTH VCP SEWER LINE, BEDDING PER 3,054 2,798 LF DETAIL ON SHEET 1. OCONSTRUCT 48" DIA. ECCENTRIC MANHOLE PER CITY OF FONTANA 12 8 EA STD. NO. 112. CONSTRUCT 4" SEWER LATERAL AND HOUSE CLEANOUT PER CITY 3 OF FONTANA STD. NO. 125 AND INSTALL SEWER CLEAN-OUT BOX PER 2775 2325 LF CITY OF FONTANA STD. NO. 125A (IN CONCRETE AREAS) OR 125B (IN LANDSCAPE AREAS) CONSTRUCT TEMPORARY TERMINAL CLEANOUT AT PHASE BOUNDARY PER CITY OF FONTANA STD. NO. 128., - 1 EA In 1x0_. "wl N G 5, G d - -- J- ! l CL. tAUc)wL64=7rnA1 . A2. _ OdTE S O �Ln no N r-, L6 h�