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Home My WebLink About3685-1iu 0 J 0 a v 0 i b b �r i i 0 n n i i z Ln z z W m W 0 o_ i 0 PUBLIC SEWER IMPROVEMENT PLANS GENERAL SEWER NOTES: TRACT NO. 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CANNOT BE RESOLVED BY REFERENCE TO PRECEDENCE PREVISIONS IN THE "GREEN BOOK" THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED ~� ° IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OF OTHER T T S TRAFFIC CON ROL DEVICES AT ALL IME . 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OF TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED B`( SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENT OF THE DIVISION OF INDUSTRIAL SAFETY IF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD , THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING BUT NOT LIMITED TO, GAS, TELEPHONE ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAY NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 13. STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED. 14. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 15. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 16. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARK SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 17. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 18. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING AT ALL TIMES. 19. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITH OUT PRIOR WRITTEN APPROVAL. 20. NO TRENCH BACK FILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 21, A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 22, CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENT. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON- ERODE ABLE SWALES ENTERING OR LEAVING IMPROVEMENTS 23. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 24. IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE AN TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE DOWNSTREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT. 25. SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL TYPE VITRIFIED CLAY PIPE (V.C.P) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 FOR V.C.P. 26. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 27. SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT, 28. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 29. ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 30. TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12" BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS EXIST NEXT TO THE STREET RIGHT OF WAY, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT. 31. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 32. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 33. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 34. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 35. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 36. ALL MANHOLES, CLEANOUT FAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 37. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 38. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. ENGINEER'S NOTICE TO CONTRACTOR: 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND 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 ENGINEER. 2. ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON PUBLIC RECORDS, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON, AGREES TO ASSUME LIABILITY AND TO HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORDED LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHERS FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. 4. THE ENGINEER DOES NOT RECOMMEND OR ENDORSE THE USE OF ASBESTOS -CEMENT WATER PIPE OR ANY PRODUCTS CONTAINING ASBESTOS DUE TO THE HEALTH HAZARD CONNECTED WITH SUCH PRODUCTS. SPECIFICATION HEREON OF ANY SUCH PRODUCT IS AT THE DIRECTION OF THE JURISDICTIONAL AGENCY. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL CONSTRUCTION, CONNECTION AND REMOVAL OF ASBESTOS PRODUCTS AND SHALL FOLLOW ALL AND E.P.A. GUIDELINES TO MINIMIZE HEALTH HAZARDS. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN HEREON AT THE JOB SITE PRIOR TO ANY CONSTRUCTION. FUSCOE ENGINEERING, INC. SHALL BE NOTIFIED OF ANY DISCREPANCIES. REVISIONS TO THE PLAN SHALL BE APPROVED BY THE ENGINEER IN WRITING PRIOR TO IMPLEMENTATION. REV. REVISION DESCRIPTION DATE ENGR. CITY DATE DIG ALERT U DIAL TOLL FREE U 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DECO FID DSA `I m Cas 5121 07 5E 16317, LOTS 1-36 ETj�gNO - A r�lr\ (' r 1\1 J, 1 � J AC ASPHALT CONCRETE C.L. CENTERLINE EX. EXISTING FF FINISHED FLOOR FG FINISHED GRADE FS FINISHED SURFACE FH FIRE HYDRANT FL FLOW LINE G GAS GB GRADE BREAK HP HIGH POINT INV INVERT ELEVATION LD LOCAL DEPRESSION LF LINEAL FEET MAX MAXIMUM MH MANHOLE MIN MINIMUM PL PROPERTY LINE PA PLANTED AREA R/W RIGHT OF WAY S= SLOPE OF PIPE SD STORM DRAIN SWR SEWER SS SANITARY SEWER TC TOP OF CURB TF TOP OF FOOTING TG TOP OF GRATE TW TOP OF WALL TYP TYPICAL W WATER WM WATER METER WV WATER VALVE �RFEK I INDEX MAP SCALE: 1 "=100' FOR - FIELDSTONE `y�n/NFNFC EXIST. 33" TRUNK SEWER PER D NO. 1 494 LEGEND AND ABBREVIATIONS: m = EXISTING STORM DRAIN ----�4---- EXISTING WATER PIPELINE Q -- ---C._..- EXISTING SEWER LINE - w-- --- EXISTING GAS LINE - -- E- - - EXISTING ELECTRICAL CONDUIT Ell 0 SHOULD CONTSTRUCTION OF REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO COMFORMANCE WITH CONDITIONS AND STANDARDS IN AFFECT EXISTING TELEPHONE CONDUIT EXISTING MANHOLE (SMH, SDMH or EMH) EXISTING FIRE HYDRANT EXISTING VALVE EXISTING STREET LIGHT EXISTING CONTOUR PROPOSED SEWER LATERAL PROPOSED SEWER CLEANOUT PROPOSED GREASE INTERCEPTOR PROPOSED BACKFLOW PREVENTION DEVICE PROPOSED FIRE DEPT. CONNECTION PROPOSED SEWER LINE PROPOSED SEWER MANHOLE PROPOSED WATER PIPELINE FIRE HYDRANT ASSEMBLY GATE VALVE -1045 FM A AIR & VACUUM RELEASE VALVE PROPOSED WATER LATERAL BLOW -OFF VALVE PROPOSED VALVE PROPOSED TEE PROPOSED STORM DRAIN PROPOSED THRUST BLOCK PROP. IRRIG. BACKFLOW PREVENTION DEVICE PROPOSED WATER METER PROPOSED CAP PROPOSED STREET LIGHT PROPOSED CONTOUR TRACT BOUNDARY PROPOSED STORM DRAIN CURB INLET PROPOSED STORM DRAIN GRATED INLET 2:1 SLOPES RETAINING WALL L CUT/FILL LINE BENCHMARK COMMUNITIES CITY OF FONTANA UTILITY LIST CITY OF FONTANA PACIFIC BELL CO. 8353 SIERRA AVENUE 3939 E. CORONADO STREET FONTANA, CA 92335 ANAHEIM, CA 92807 (909) 350-6632 (714) 666-5467 SO. CAL. GAS COMPANY UNDERGROUND SERVICE ALERT 1981 W. LUGONIA AVENUE (800) 227-2600 REDLANDS, CA 92374 CONSTRUCT 48" STANDARD PRECAST SEWER MANHOLE PER CITY OF FONTANA EMERGENCIES; 005 ADUPST LE ) (800) 427-2200 1247 OCNTB AVE. B ONTARIO, CA 91761 SO. CAL. EDISON COMPANY (909) 390-4738 300 N. PEPPER AVENUE EA RIALTO, CA 92376 GENERAL TELEPHONE COMPANY 909 820-5598 - UNDERGROUND 1400 E. PHILLIPS BLVD. 909 875-5100 - TRANSMISSION ONTARIO, CA 91766 909 637-1233 - PIPELINES (800) 227-2600 909 357-6223 - DISTIBUTION STD. DWG NO. 125 CITY ENGINEER R.C.E 51 152 CUCAMONGA VALLEY WATER DISTRICT 5 10440 ASHFORD STREET 159 RANCHO CUCAMONGA, CA 91729 6 (909) 987-2591 BASIS OF BEARING: BEARINGS ARE BASED ON THE CENTERLINE OF EAST AVENUE BEING N00'11'30"E PER TRACT MAP NO. 15958, M.B. 271/89-92 PREPARED FOR: BENCH MARK: AT THE NEC FOOTHILL BLVD. AND EAST AVE., 43 FEET FIELDSTONE COMMUNITIES, INC, NORTH OF CL FOOTHILL BLVD. 60 FEET EAST OF EAST AVE., SET DRIVE PIN W/C.S. TAG IN APPROX. 2 ADA, SUITE 200 CENTER TOP OF EAST WINGWALL FOR BRIDGE IRVINE, CA 92618 #54-379 OVER ETIWANDA FLOOD CHANNEL. (949) 790-5400 ELEVATION: 1194.630 NOTE: QUANTITIES SHOWN HEREON ARE FOR PERMIT AND/OR BONDING PURPOSES ONLY AND SHALL NOT BE USED FOR BIDDING. CONTRACTOR SHALL DETERMINE THEIR OWN QUANTITIES AND BID A COMPLETE JOB. SEWER CONSTRUCTION NOTES: PERCENTAGE PASSING SIEVES 1 1/2" NO. DESCRIPTION QUANTITY UNIT 1 INSTALL 8" EXTRA STRENGTH V.C.P. SEWER MAIN 1,124 LF 2 CONSTRUCT 48" STANDARD PRECAST SEWER MANHOLE PER CITY OF FONTANA 8 EA 0-5 STD. DWG NO. 112 B Exp. 12/31/05 Job Number: 655.0101 3 CONSTRUCT 60" STANDARD PRECAST SEWER MANHOLE PER CITY OF FONTANA 1 EA CHECKED BY: STD DWG, NO 113 HIGHLAND AVENUE 4 INSTALL 4" V.C.P. EXTRA STRENGTH SEWER LATERAL PER CITY OF FONTANA 1,495 LF STD. DWG NO. 125 CITY ENGINEER R.C.E 51 152 5 INSTALL 8" D.I.P. CL -50 SEWER MAIN 159 LF 6 INSTALL MANHOLE SAFETY LEDGE PER A.P.W.A. STD. DWG. NO. 330-1 1 EA 7 INSTALL CONCRETE ENCASEMENT PER DETAIL ON SHEET 2 4 LF BASIS OF BEARING: BEARINGS ARE BASED ON THE CENTERLINE OF EAST AVENUE BEING N00'11'30"E PER TRACT MAP NO. 15958, M.B. 271/89-92 PREPARED FOR: BENCH MARK: AT THE NEC FOOTHILL BLVD. AND EAST AVE., 43 FEET FIELDSTONE COMMUNITIES, INC, NORTH OF CL FOOTHILL BLVD. 60 FEET EAST OF EAST AVE., SET DRIVE PIN W/C.S. TAG IN APPROX. 2 ADA, SUITE 200 CENTER TOP OF EAST WINGWALL FOR BRIDGE IRVINE, CA 92618 #54-379 OVER ETIWANDA FLOOD CHANNEL. (949) 790-5400 ELEVATION: 1194.630 NOTE: QUANTITIES SHOWN HEREON ARE FOR PERMIT AND/OR BONDING PURPOSES ONLY AND SHALL NOT BE USED FOR BIDDING. CONTRACTOR SHALL DETERMINE THEIR OWN QUANTITIES AND BID A COMPLETE JOB. H VICINITY MAP NTS TABLE: 200-1.2 [A] SIEVE SIZE PERCENTAGE PASSING SIEVES 1 1/2" - 1" - W Li Z 1/2" 90-100 3/8" 20-60 NO. 4 0-15 NO, 8 0-5 ASTM C 131 TEXT GRADING B Exp. 12/31/05 Job Number: 655.0101 DESIGNED BY: JC DATE: 11/29/04 qrF ¢ CHECKED BY: P ED Y: HIGHLAND AVENUE % "//- . UjLj P G CITY ENGINEER R.C.E 51 152 z 15 i U 3 N CITY OF FONTANA v S. PACIFIC RAILROAD w BASELINE AVENUE BASE LINE AVENUE CITY OF Uj RANCHO CUCAMONGA a S MI LER AVENUE,} Oy s U OTHILL BOULEVARD 1wff COUNTY OF SAN BERNARDINO H VICINITY MAP NTS TABLE: 200-1.2 [A] SIEVE SIZE PERCENTAGE PASSING SIEVES 1 1/2" - 1" - 3/4" 100 1/2" 90-100 3/8" 20-60 NO. 4 0-15 NO, 8 0-5 ASTM C 131 TEXT GRADING B 3" MAX. SIZE NATIVE SOIL COMPACTED 95% 6" MIN. 6" MIN. 10" MAX. 10" MAX. 3" MAX. SIZE NATIVE SOIL COMPACTED 95% 6" MIN. 6" MIN. 10" MAX. 10" MAX. 6" MAX. SIZE - NATIVE �I - - l- - - - COMPACTEIL D 90% 6" MAX. SIZE NATIVE SOIL 1 " MAX SIZE SELECTED NATIVE BEDDING COMPACTED TO 90% COMPACTED 90% 1 ' MAX SIZE SELECTED NATIVE D D BEDDING COMPACTED TO 90% N z LLJ D � D N Z � D D D CL D p 8" VCP/DIP EL 0 All 8" VCP/DIP �j 1/2" CRUSHED STONE BEDDING \i��\PER WOR ST CONSTRUCTION TABLEO. SPECS. FOR C 200 1.2 [A] SHOWN TYPICAL BEDDING FOR 8" VCP/DIP LESS THAN 10 DEEP NTS SOILS ENGINEER PACIFIC SOILS ENGINEERING, INC. 10653 PROGRESS WAY P.O. BOX 2249 CYPRESS, CALiFORNIA 90630 TEL.: (714) 220-0770 FAX: (714) 220-9589 CONTACT: PAUL J. ERNST TYPICAL BEDDING FOR 8" VCP/DIP 10 OR DEEPER NTS SHEET INDEX: TITLE SHEET SHT. 1 SEWER IMPROVEMENT PLAN SHT. 2 SEWER IMPROVEMENT PLAN SHT. 3 PREPARED BY: CITY OF FONTANA 10390 Commerce Center Dr., Ste. 200 L. ORancho Cucamonga, California 91730 SEWER IMPROVEMENT PLAN Phone (909) 581-0676 rfNID DRAWN BY: SCFAX SCALE: AS SHOWN (909) 561-0696 ss m Civil Engineers - Land Surveyors m a TRACT 0.16317 Exp. 12/31/05 Job Number: 655.0101 DESIGNED BY: JC DATE: 11/29/04 qrF ¢ CHECKED BY: P ED Y: DWG NO. '� OF OF CAt•1Fa� STEVE L. ELLIS DATE % "//- . G 3685 3 CITY ENGINEER R.C.E 51 152