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Home My WebLink About3422-1GENERAL NOTES 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 CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS 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 OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR 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 BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF 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 AVAILABLE 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 DAYS 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 BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK 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 WITHOUT PRIOR WRITTEN APPROVAL. 20. NO TRENCH BACKFILL 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 REWORKING 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 IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE 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 A 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 FRAMES, 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. BASIS OF BEARINGS: LEGAL DESCRIPTION: OWNER/DEVELOPER THE NORTH LINE OF THE SOUTHEAST 1/4 OF BEING A SUBDIVISION OF A PORTION - SECTION 23 TAN R.6W S.B.M. SHOWN AS OF THE EAST 1/2 OF THE CENTEX HOMES N89°59'18"W PER AMENDING TRACT MAP NO., SOUTHEAST 1/4 OF SECTION 23, 2280 Wardlow Circle, Ste 150 13750 M.B. 250/48-66 TOWNSHIP 1 NORTH, RANGE 6 Corona, CA 92880-2896 0-5 WEST OF THE SAN BERNARDINO Ph: (909) 279-4000 TELEPHONE. BASE AND MERIDIAN, IN SAID Fax: (909) 273-2100 LEWIS MCDONALD COUNTY. (909) 390-4738 BENCH MARK: ELECTRIC SOUTHERN CALIFORNIA EDISON COMPANY 2246 LF N M 7951 REDWOOD AVE. 0 EA FONTANA, CA 92336 SEWER IMPROVEMENT PLANS DESCRIBED BY METROPOLITAN WATER DISTRICT SO. GAS SOUTHERN CALIFORNIA GAS COMPANY 1846 LF AS NOTED P.O. BOX 97 T LE SHEET DATE SAN DIMAS, CA 91773 CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE LF MAR 2004 0 a) TELEPHONE PACIFIC BELL 1 EA 3939 E. CONORADO ST., 2nd FLOOR INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE ANAHEIM, CA 92807 27 EA SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 e CABLE FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 1260 DUPONT ST. FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH DIAL TWO WORKING ON THE NORTHWEST CORNER OF A 10 FOOT WIDE BEFORE DAYS BEFORE CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD YOU DIG YOU DIG MWDSC 3 INCH BRASS DISK STAMPED "33A 1992". TOLL FREE 1-800-227-2600 NAVD 88 - 1508.56 (FEET) A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 0.5' CURB & GUTTER N&E n 11I, CITY OF FONTANA TRACT MAP NO. 16325-1 SEWER IMPROVEMENT PLANS M. H. NO. SEE TRACT 16326 FOR SEWER. PROP. - 8" WTR. SCE: gym' PROP. 8" SWR. TYPICAL SUBSTRUCTURE SECTION N.T.S. L S&W 8" WTR. PROP. 8" SWR. TYPICAL SUBSTRUCTURE SECTION PEREGRINE WAY, WREN STREET AND STARLING STREET N.T.S. N&E S&W o /ui - A., 8" WTR. PROP. 8" SWR. _TYPICAL SUBSTRUCTURE SECTION STORK COURT N.T.S. REV. I REVISION DESCRIPTION RECORD DRAWING DATE I ENGR. I CITY I DATE N.G. M.H. NO. 7 INDEX MA 1 "=150' SHEET INDEX PRIVATE ENGINEER NOTE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL AND THE CITY HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. 54 ___0 53 v 152 Z 51 m 500 150 0 150 300 scale 1"= 150' feet CONSTRUCTION NOTES (D CONSTRUCT 8' EXTRA STRENGTH VCP SEWER UNE, BEDDING PER DETAIL ON SHEET 1. 2O CONSTRUCT 48" DIA. ECCENTRIC MANHOLE PER CITY OF FONTANA STD. NO. 112. O CONSTRUCT 4" SEWER LATERAL AND HOUSE CLEAN-OUT PER CITY OF FONTANA STD. NO. 125 AND NO. 125B. 4O CONSTRUCT 8" DIP SEWER LINE O REMOVE TEMPORARY END PLUG 6O PROVIDE BACKFLOW DEVICE FOR UNITS WHEN PAD ELEVATION IS LOWER THAN UPPER MANHOLE RIM ELEVATION. SHEET 1: TITLE SHEET SHEET 2: HAWK STREET SHEET 3: PEREGRINE WAY & WREN STREET SHEET 4: STORK COURT & STARLING STREET SEWER LEGEND SEWER MAIN LINE SEWER MANHOLE SEWER LATERAL WITH CLEANOUT BOX Q 1 -.0 CLEANOUT SHOULD CONSTRUCTION OF THE 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 CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. 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 TEST GRADING B RECORD DRAWING ,.r , 7-171 7 U Q�tOFHH �O Ott R �i No. 31681 z� * Exp. 12/31/04 J,f9t� CIVIC�� OF CAIki / DUNCAN CANYON i/ ROAD AVENUE 1h SITE LOCATION ��P�F. LYTLE CREEK ROAD SUMMIT 't DUNCAN CANYON AVENUE �Z ROAD MINITY N.T.S ENGINEER'S NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND OR OVERHEAD UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE APPROXIMATE. THE ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITIES OR IRRIGATION LINES WHOSE LOCATION ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK TO ACCURATELY IDENTIFY THESE LOCATIONS, WHETHER OR NOT SHOWN HEREON, AND /S RESPONSIBLE FOR ANY DAMAGE OR PROTECTION OF THESE LINES. PHASED UTILITY RELOCATIONS MAY BE NECESSARY AND SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CLOSELY COORDINATE HIS ACTIVITIES WITH THOSE OF ALL UTILITY COMPANIES. THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND SERVICE ALERT (U.S.A.) PHONE 1-800-227-2600 TWO (2) WORKING DAYS PRIOR TO DIGGING. NO CONSTRUCTION PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT SHALL BE VALID INVOLVING UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY IDENTIFICATION NUMBER ISSUED BY U.S.A. THE ESTIMATED QUANTITY FOR EACH SPECIFIC ITEM OF THE WORK DESIGNATED ON THE PLANS SHALL BE CONSIDERED AS APPROXIMATE ONLY AND NO GUARANTEE IS MADE THAT THE QUANTITIES WHICH CAN BE DETERMINED BY COMPUTATIONS, BASED ON THE DETAILS AND DIMENSIONS SHOWN ON THE PLANS, WILL EQUAL THE ESTIMATED QUANTITIES. THE ESTIMATE OF QUANTITIES /S PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE OWNER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION AND BE RESPONSIBLE FOR HIS OWN CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK, OR PORTION THEREOF, REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. UTILITY PURVEYORS 3" MAX SIZE NATIVE SOIL COMPACTED 95% 6" MIN 6" MIN 10" MAX i 10 MAX '<� I 1 " MAX SIZE 6" MAX SIZE SELECTED NATIVE NATIVE SOIL BEDDING COMPACTED COMPACTED 90%l I I I I i L_': TO 907. N Ld �o 8" VCP 1/2" CRUSHED STONE BEDDING PER STD. SPECS. FOR PUBLIC WORKS CONSTRUCTION TABLE 200 1.2 (A) SHOWN TYPICAL BEDDING FOR 8" VCP/DIP 10' OR DEEPER N.T.S. c� l[[lallll & lbremak-Inc, A Civil Engineering - Planning - Surveying - Public Works 9130 Anaheim PI., Ste. 120 -Rancho Cucamonga, CA 91730.909-484-9090 DRAWN BY: SR PREPARED UNDER THE SUPERVISION OF: DESIGNED BY: U HFI 3 / 3U O CHECKED BY: HA A L✓N, . 1 1 [ RDC 3" MAX SIZE NATIVE - SOIL COMPACTED 95% 6" MIN 10" MAX 6" MAX SIZE - NATIVE SOIL COMPACTED 907. 8" ATTENTION: LON TSA/ WATER WEST VALLEY WATER DISTRICT ATTENTION: CARLOS NAVARRO TELEPHONE 855 W. BASELINE ATTENTION: HAL STEWART TELEPHONE. RIALTO, CA 92377 ATTENTION: DAN RENDLER SEWER CITY OF FONTANA ATTENTION: LARRY SIGNAIGO TELEPHONE. 8353 SIERRA AVE. QUANTITIES LEWIS MCDONALD FONTANA, CA 92335 " (909) 390-4738 O` U -ii ELECTRIC SOUTHERN CALIFORNIA EDISON COMPANY 2246 LF N M 7951 REDWOOD AVE. 9 EA FONTANA, CA 92336 SEWER IMPROVEMENT PLANS GAS SOUTHERN CALIFORNIA GAS COMPANY 1846 LF AS NOTED P.O. BOX 97 T LE SHEET DATE SAN DIMAS, CA 91773 77 LF MAR 2004 0 a) TELEPHONE PACIFIC BELL 1 EA 3939 E. CONORADO ST., 2nd FLOOR ANAHEIM, CA 92807 27 EA CABLE ADELPHIA 1260 DUPONT ST. ONTARIO, CA 91761 3" MAX SIZE NATIVE SOIL COMPACTED 95% 6" MIN 6" MIN 10" MAX i 10 MAX '<� I 1 " MAX SIZE 6" MAX SIZE SELECTED NATIVE NATIVE SOIL BEDDING COMPACTED COMPACTED 90%l I I I I i L_': TO 907. N Ld �o 8" VCP 1/2" CRUSHED STONE BEDDING PER STD. SPECS. FOR PUBLIC WORKS CONSTRUCTION TABLE 200 1.2 (A) SHOWN TYPICAL BEDDING FOR 8" VCP/DIP 10' OR DEEPER N.T.S. c� l[[lallll & lbremak-Inc, A Civil Engineering - Planning - Surveying - Public Works 9130 Anaheim PI., Ste. 120 -Rancho Cucamonga, CA 91730.909-484-9090 DRAWN BY: SR PREPARED UNDER THE SUPERVISION OF: DESIGNED BY: U HFI 3 / 3U O CHECKED BY: HA A L✓N, . 1 1 [ RDC 3" MAX SIZE NATIVE - SOIL COMPACTED 95% 6" MIN 10" MAX 6" MAX SIZE - NATIVE SOIL COMPACTED 907. 8" ATTENTION: LON TSA/ TELEPHONE: (909) 875-1804 ATTENTION: CARLOS NAVARRO TELEPHONE (909) 350-6632 ATTENTION: HAL STEWART TELEPHONE. (909) 357-6231 ATTENTION: DAN RENDLER TELEPHONE. (909) 335-7760 ATTENTION: LARRY SIGNAIGO TELEPHONE. (714) 666-5500 ATTENTION: LEWIS MCDONALD TELEPHONE. (909) 390-4738 s _ 6" MIN 10 MAX 3 i TYPICAL BEDDING FOR 8" MAX SIZE N LECTED NATIVE FBEDDING COMPACTED ` 90% r) n Ln N LO -- po to Of CITY OF FONTANA, CALIFORNIA O` U -ii -� LOi N M roC4 LO z tD BY: DRAWING NO.•AO v, ns0 ENGINEER R. . 51152 DATE.3422 -; O o �v v TYPICAL BEDDING FOR 8" VCP/DIP S LESS THAN 10' DEEP o N.T.S. r) n LO -- N CITY OF FONTANA, CALIFORNIA COYOTE CANYON roC4 LO 1`0 to SEWER IMPROVEMENT PLANS SCALE 5 o AS NOTED 3 T LE SHEET DATE 6 i' T C 16325-1 MAR 2004 0 a) z tD BY: DRAWING NO.•AO v, ns0 ENGINEER R. . 51152 DATE.3422