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Home My WebLink About2589-1' Y . F t SEWER IMPROVEMENTS NOTES: a A 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 COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT OR RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS. „ 4. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE` PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT -SHALL BE DONE BY A REGISTERED CIVIL ENGINEER, WITH ' RCE BELOW 33965, OR A LICENSED LAND SURVEYOR ONLY. J 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE MEANS OF DUST CONTROL WHICH SHALL INCLUDE PROVISIONS FOR ADEQUATE- WATERING DURING THE CONSTRUCTION PROCESS. 'r 6. ALL TRAVELED , WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD AND DEBRIS DEPOSITED ON THEM AS A RESULT OF THE GRADING OPERATION. CLEANING IS TO BE DONE TO THE SATISFACTION OF THE CITY ENGINEER OR ASSIGNEE. v 7. CONSTRUCTION PERMITS SHALL BE OBTAINED -FROM THE CITY OF FONTANA ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK WITHIN THE CITY LIMITS. 8. ALL STATIONING 0+00.00 REFERS TO THE CENTERLINE OF SEWER, 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 AOR 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. a HUNTER -S- RIDGE MAT4T1.4 11 1 IIYIC��[�JII� -\-os. z-573 & -*'z-573 -r r1 A /'1 T 4 A r- -7 7 n 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. INDEX MAP SCALE: 1"=200' NOMINAL SIZE 1-1/2" NOTES: 1 3/4" 1 1/2" 1. PAVEMENT BREAKING AND REPLACEMENT SHALL BE IN N0. 4 NO. 8 ACCORDANCE WITH REQUIREMENTS OF THE CITY OF FONTANA 3/4" TO NO. 4 - STD. #131. 1 90 TO 100 1 - 20 TO 55 ` 0 TO 5 2. COMPACTION TEST MAY BE REQUIRED AT THE DISCRETION - FONTANA, CA 92335 (909) 880-0220 OF THE CITY INSPECTOR, AND AT NO EXPENSE TO THE CITY. (909) 350-7610 CONTACT: JOE DEARMAN N OWNER f DEVELOPER GTE CALIFORNIA. INC. GAS 8" V.C.P. SEWER BEDDING MATERIAL SHALL BE SAND, GRAVEL, ALPER DEVELOPMENT CRUSHED AGGREGATE, OR NATIVE FREE -DRAINING SOUTHERN CALIFORNIA GAS CO. 6101 CHERRY AVENUE GRANULAR MATERIAL HAVING A SAND EQUIVALENT DISTRIBUTION PLANNING FONTANA, CA 92336 OF NOT LESS THAN 30, AND SHALL HAVE A 16231 VALLEY BOULEVARD (909) 899-0156 PERCENTAGE COMPOSITION BY WEIGHT WHICH FONTANA, CA 92335 (909) 428-8402 CONTACT: CRAIG SWARTS CONFORMS TO THE FOLLOWING GRADING: SIEVE ANALYSIS - PERCENT PASSING NOMINAL SIZE 1-1/2" 1" 1 3/4" 1 1/2" 1 3/8" N0. 4 NO. 8 NO. 16 3/4" TO NO. 4 - 100 1 90 TO 100 1 - 20 TO 55 1 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 QROFESS/pN CD No.35275 Z * Exp.9/30/99 OF Cpl r� BENCHMARK: ELEV. 1313.04 FWE 43 - RAILROAD SPIKE IN E.P. BY PP#1536663E S'LY. SIDE OF BASELINE 220' ELY. 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 11A OF TRACT NO. 13750 IN THE CITY OF FONTANA, COUNTY OF SAN BERNARDINO, CALIFORNIA, PER AMENDING MAP RECORDED BOOK 250, PAGES 48 TO 66, INCLUSIVE, RECORDS OF SAN BERNARDINO COUNTY. DERGROUND UTILITIES & STRUCTURES EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR 1CTURES SHOWN IN THESE PLANS ARE OBTAINED BY A SEARCH OF LABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO TING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE TRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO TECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION AND ANY DAMAGE TO THESE LINES OR STRUCTURES. JTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE 'ONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF 3E PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND T BE APPROVED BY THE PREPARER OF THESE PLANS." IVATE ENGINEER'S NOTICE TO CONTRACTORS CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE 'ONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF STRUCT10N OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE TRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE INEER HARMLESS FROM ANY AND ALL LIABILTY, REAL OR ALLEGED, ;ONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, _PTING FOR LIABILITY ARISING FORM THE SOLE NEGLIGENCE OF THE ER OR THE ENGINEER. PROJECT LOCATION il"a. "m I E�� VICINITY MAP N.T.S. 43 P A HUoDLE5Taw, JR. GATE UTILITY PURVEYORS:` QUANTITY QUANTITY ITEM ELECTRICITY SEWER MARKS CABLEVISION SOUTHERN CALIFORNIA EDISON CO. CITY OF FONTANA FIBER -OPTICS/ TRUNK LINK THROUGH PROJECT DISTRIBUTION PLANNING 8353 SIERRA AVENUE 4240 HALLMARK PARKWAY 7951 REDWOOD AVENUE P.O. BOX 518 SAN BERNARDINO, CA 92407 FONTANA, CA 92336 FONTANA, CA 92335 (909) 880-0220 (909) 357-6562 (909) 350-7610 CONTACT: JOE DEARMAN CONTACT: ARMANDO GONZALES OWNER f DEVELOPER GTE CALIFORNIA. INC. GAS 16 EA ALPER DEVELOPMENT CAB20VF SOUTHERN CALIFORNIA GAS CO. 6101 CHERRY AVENUE 870 NORTH MOUNTAIN AVENUE DISTRIBUTION PLANNING FONTANA, CA 92336 UPLAND, CA 91786 16231 VALLEY BOULEVARD (909) 899-0156 (909) 931-2472 FONTANA, CA 92335 (909) 428-8402 CONTACT: CRAIG SWARTS CONTACT: DANIEL TUCKER CONTACT: DAVID PADILLA COMCAST CABLEVISION WILTEL. INC. WATER 1205 DUPONT STREET FIBER-OPTIC TELECOMMUNICATIONS LANDSCAPE AREAS) ONTARIO, CA 91761 LAS VEGAS, NEVADA TO LOS ANGELES, CA FONTANA WATER COMPANY (909) 988-8322 X3055 UPLAND, CA 91786 8440 NUEVO AVENUE CONTACT: JACK HAYES P.O. BOX 21348, MD 26-3 P.O. BOX 987 REMOVE PLUG & JOIN TULSA, OK 74121 FONTANA, CA 92335 EA 918 588-3397 (909) 822-2201 909) 947-9441 (LOCAL CONTACT) - LOCAL CONTACT: JERRY KENNEDY CONSTRUCTION NOTES & QUANTITIES: 0 N N V) 00 rnLr) N O 00 QUANTITY QUANTITY ITEM DESCRIPTION UNIT TRACT NO. TRACT NO. 14573-2 14573 OCONSTRUCT 8" EXTRA STRENGTH VCP SEWER LINE, BEDDING PER 1,357 3,637 LF DETAIL ON SHEET 1. OCONSTRUCT 48" DIA. ECCENTRIC MANHOLE PER CITY OF FONTANA 6 16 EA STD. NO. 112. CONSTRUCT 4" SEWER LATERAL AND HOUSE CLEANOUT PER CITY OF STD. NO.0 BOX PER 785 2,295 LF CITY OFTFONTANA STD.125 NO. 125A (INANDALL CONC CONCRETE AREAS)SEWEROUT OR 125B (N LANDSCAPE AREAS) O INSTALL PLUG 1 1 EA 55 REMOVE PLUG & JOIN 2 1 EA 0 N N V) 00 rnLr) N O 00