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HomeMy WebLinkAbout3428-1GENERAL 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 RZFERENCE 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 SURVEYCONTROL, 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 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 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 LF THE NORTH LINE OF THE SOUTHEAST 1/4 OF BEING A SUBDIVISION OF A PORTION I t SECTION 23 T.1N R.6W S.B.M. SHOWN AS OF THE EAST 1/2 OF THE CENTEX HOMES I M.H. NO. 14 N89.59'18'W PER AMENDING TRACT MAP SOUTHEAST 1/4 OF SECTION 23, 2280 Wardlow Circle, Ste 150 W NO.,13750 M.B. 250/48-66 TOWNSHIP 1 NORTH, RANGE 6 Corona, CA 92880-2896 i 12' ACCESS ROAD WEST OF THE SAN BERNARDINO Ph: (909) 279-4000 I vJ U j N I BASE AND MERIDIAN, IN SAID Fax: (909) 273-2100 I O4 COUNTY. M i i i 25' WIDE SEWER EASEMENT do CONSTRUCT 8" DIP SEWER LINE, BEDDING PER DETAIL SHEET 3 JOFF-- ACCESS ROAD BENCH MARK: A � I DESCRIBED BY METROPOLITAN WATER DISTRICT SO. 0• CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE i � � � INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE 0 � ATTENTION: SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 AWAAAAAAAAAAAAAAAW FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 DIAL R/W� FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH TWO WORKING 666-5500 ON THE NORTHWEST CORNER OF A 10 FOOT WIDE BEFORE DAYS YOU DIG YOU DIG DIG ANAHEIM, CA 92807 - - CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD MWDSC 3 INCH BRASS DISK STAMPED '33A 1992'. TOLL FREE 1-800-227-2600 ,1 NAVD 88 - 1508.56 (FEET) A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT SEWER LEGEND SEWER MAIN LINE SEWER MANHOLE - 0 CLEANOUT �----0 SEWER LATERAL WITH CLEANOUT BOX ACCESS ROAD rF?1635-1 M.H. NO. 13 CITY OF FONTANA TRACT MAP NO. 16326 SEWER IMPROVEMENT PLANS 1 " i EXIST. 96" WATER I L- -------- :TRACT BOUNDARY/MWD RIGHT-OF-WAY 134 35 36 37 38 39 40 1 FOX RIDGq DRIV M.H. AV. 7 M.H. NO. 10 " • SHEE 2 ---- 27 26 25 24 23 22 21 1 20 J 11 19 M.H. NO. ---- 10 12 18 \ ---- 13 17 9 ---- M.H. NO. 3 16 IN IN 8 I 14 15 M.H. NO. 4M.H. N0. 4 I 7 M.H. NO. - - 49 Ofn QO---- 6 O i Z 0 i 50 �---- k1 W 53 52 � • 11 M 5a 51 ---- C/) W Q W 54 � ---- 4 , � :55D 3 ; 0 ---- M.H. NO. 1 .` © O 2oP�k1 REVISION DESCRIPnON RECORD DRAWING DATE I ENGR. I CITY I DATE H.G. H. NO. 48 44 1 43 42 41 NO. 11 i / RECORD DRAWING y,s f 3f R/W .5' CURB & GUTTER INDEX MAP 1"=100' P/L A Z Z \ LF 3 SEE SEWER PLAN DWG. NO. 3422 I t 1 I SHEET 2 OF TR 16325-1 CONSTRUCT 48" DIA. ECCENTRIC MANHOLE PER i I M.H. NO. 14 LO CITY OF FONTANA STD. NO. 112. z�W W O3 CONSTRUCT 4" VCP SEWER LATERAL AND HOUSE CONNECTION N I W i 12' ACCESS ROAD w I v~i I vJ U j N I 6 t; I { 25' WIDE STORM DRAIN EASEMENT I O4 I do ACCESS ROAD M i i i 25' WIDE SEWER EASEMENT do CONSTRUCT 8" DIP SEWER LINE, BEDDING PER DETAIL SHEET 3 JOFF-- ACCESS ROAD I 1 � I � � I I i � � � I � t � M.H. NO. 13 CITY OF FONTANA TRACT MAP NO. 16326 SEWER IMPROVEMENT PLANS 1 " i EXIST. 96" WATER I L- -------- :TRACT BOUNDARY/MWD RIGHT-OF-WAY 134 35 36 37 38 39 40 1 FOX RIDGq DRIV M.H. AV. 7 M.H. NO. 10 " • SHEE 2 ---- 27 26 25 24 23 22 21 1 20 J 11 19 M.H. NO. ---- 10 12 18 \ ---- 13 17 9 ---- M.H. NO. 3 16 IN IN 8 I 14 15 M.H. NO. 4M.H. N0. 4 I 7 M.H. NO. - - 49 Ofn QO---- 6 O i Z 0 i 50 �---- k1 W 53 52 � • 11 M 5a 51 ---- C/) W Q W 54 � ---- 4 , � :55D 3 ; 0 ---- M.H. NO. 1 .` © O 2oP�k1 REVISION DESCRIPnON RECORD DRAWING DATE I ENGR. I CITY I DATE H.G. H. NO. 48 44 1 43 42 41 NO. 11 i / RECORD DRAWING y,s f 3f R/W .5' CURB & GUTTER INDEX MAP 1"=100' C/L STREET LATERAL LOCATION DETAIL NOT TO SCALE 8" SWR. TYPICAL STREET SECTION 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. NOT TO SCALE SEAL -ENGINEER Qt,LOf ESS/A�� �c�0S HUIp G, r i No. 31681 z * Exp. 12/31/04 F CIVI sf9l w CA1 �E R/W DUNCAN CANYON ROAD CHERRY SITE LOCATION AVENUE LYTLE CREEK h ROAD SUMMIT DUNCAN CANYON AVENUE ��P ROAD I VICINITY lu�►P N.T.S SEWER ESTIMATE OF QUANTITIES QUANTITIES O P/L A Z Z \ LF 3 PER DETAIL ON SHEET 3. Wow O O2 CONSTRUCT 48" DIA. ECCENTRIC MANHOLE PER a N FONTANA, CA 92336 CITY OF FONTANA STD. NO. 112. z�W o O3 CONSTRUCT 4" VCP SEWER LATERAL AND HOUSE CONNECTION U COO) LF DAN RENDLER PER CITY OF FONTANA STD. NO. 125 AND N0.125B. v~i 0 (SEE GENERAL NOTES NO. 30 do 31) < Dt n W LL O4 \ w=c E- F_ _\ a F- d CONSTRUCT 8" DIP SEWER LINE, BEDDING PER DETAIL SHEET 3 JOFF-- O O6 REMOVE TEMPORARY 8" END PLUG N D J N O7 INSTALL TEMPORARY 8" END PLUG 1 rA 80 PROVIDE BACKFLOW DEVICE FOR UNITS WHEN PAD ELEVATION 3 _j EA ATTENTION: IS LOWER THAN UPPER MANHOLE RIM ELEVATION. wzZ Qz SHEETINDEX R/W� 0 Do P/L 3D 0 666-5500 - ANAHEIM, CA 92807 - - C/L STREET LATERAL LOCATION DETAIL NOT TO SCALE 8" SWR. TYPICAL STREET SECTION 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. NOT TO SCALE SEAL -ENGINEER Qt,LOf ESS/A�� �c�0S HUIp G, r i No. 31681 z * Exp. 12/31/04 F CIVI sf9l w CA1 �E R/W DUNCAN CANYON ROAD CHERRY SITE LOCATION AVENUE LYTLE CREEK h ROAD SUMMIT DUNCAN CANYON AVENUE ��P ROAD I VICINITY lu�►P N.T.S SEWER ESTIMATE OF QUANTITIES QUANTITIES O CONSTRUCT 8" EXTRA STRENGTH VCP SEWER LINE, BEDDING 2,050 LF 3 PER DETAIL ON SHEET 3. 7951 REDWOOD AVE. TELEPHONE. O2 CONSTRUCT 48" DIA. ECCENTRIC MANHOLE PER 14 EA FONTANA, CA 92336 CITY OF FONTANA STD. NO. 112. O3 CONSTRUCT 4" VCP SEWER LATERAL AND HOUSE CONNECTION 1,914 LF DAN RENDLER PER CITY OF FONTANA STD. NO. 125 AND N0.125B. LO N (SEE GENERAL NOTES NO. 30 do 31) SEWER IMPROVEMENT PLANS O4 DELETED - EA O5 CONSTRUCT 8" DIP SEWER LINE, BEDDING PER DETAIL SHEET 3 695 LF O6 REMOVE TEMPORARY 8" END PLUG 1 EA O7 INSTALL TEMPORARY 8" END PLUG 1 rA 80 PROVIDE BACKFLOW DEVICE FOR UNITS WHEN PAD ELEVATION 10 EA ATTENTION: IS LOWER THAN UPPER MANHOLE RIM ELEVATION. SIGNAIGO it SHEETINDEX 3939 E. CONORADO ST., 2nd FLOOR TELEPHONE: SHEET 1: TITLE SHEET SHEET 2: FOX RIDGE DRIVE SHEET 3: CRANE STREET SHEET 4: OSPREY COURT SHEET 5: SEWER EASEMENT PRIVATE ENGINEER NOTE CONSTRUCTION CONTRACTOR AGREES THAT *4 ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRE Q TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JO® •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. UTILITY PURVEYORS WATER WEST VALLEY WATER DISTRICT ATTENTION: LON TSA/ 855 W. BASELINE TELEPHONE. (909) 875-1804 RIALTO, CA 92377 SEWER CITY OF FONTANA ATTENTION: CARLOS NAVARRO 8353 SIERRA AVE. TELEPHONE. (909) 350-6731 FONTANA, CA 92335 SOUTHERN CALIFORNIA ED/SON COMPANY ATTENTION• HAL STEWART ELECTRIC oD o E 3 I a- � N 7951 REDWOOD AVE. TELEPHONE. (909) 357-6231 -9 FONTANA, CA 92336 N GAS SOUTHERN CALIFORNIA GAS COMPANY ATTENTION: DAN RENDLER af LO N SEWER IMPROVEMENT PLANS SCAIL-�� 1"=100' P.O. BOX 97 TELEPHONE. (909) 335-7760 N FEB 2004 Z 4) APPR BY: DRAWING NO.: 1 SAN DIMAS, CA 91773 -Z-00 2-G 3428 5 a a o 1D TELEPHONE PACIFIC BELL ATTENTION: LARRY SIGNAIGO it 3939 E. CONORADO ST., 2nd FLOOR TELEPHONE: (714) 666-5500 N ANAHEIM, CA 92807 i CABLE ADELPHIA ATTENTION: LEWIS MCDONALD o 1260 DUPONT ST. TELEPHONE. (909) 390-4738 CL 6 T �U) ONTARIO, CA 91761 r-:1 FW1 & fbrenm, Inc. 17 A Civil Engineering -Planning -Surveying -Public Works 9130 Anaheim PI., Ste. 120 -Rancho Cucamonga, CA 91730.909-484-9090 DRAWN BY: SR PREPMED UNDER THE SUPERVISION OF: DESIGNED BY - HFI CHECKED BY - HAROLD G Y:HAL A L N, 31681 �r ATE RLq oD o E I a- � N N r7 CITY OF FONTANA, CALIFORNIA COYOTE CANYON LO N SEWER IMPROVEMENT PLANS SCAIL-�� 1"=100' �,� LE SHEET DATE T 16326 FEB 2004 Z 4) APPR BY: DRAWING NO.: 1 rn so -Z-00 2-G 3428 5 a a o CIfY ENGINE R.C.E. 51152 DATE-