The URL can be used to link to this page

Home My WebLink About3816-1CITY OF FONTANA GENERAL 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 SHAD_ 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 SHAD_ 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 BACK FILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 21. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACK FILL 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. IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEANOUT AT 24. THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE DOWNSTREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT. SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL TYPE VITRIFIED CLAY PIPE 25. (V.C.P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 FOR V.C.P. NO OPEN TRENCHES SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY 26. ENGINEER. SHORT V.C.P. STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLES WALLS TO ALLOW FOR 27. MINOR DEFLECTIONS IN ALIGNMENT. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND 28. LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE 29. CITY ENGINEER. TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12" BELOW THE GROUND 30. 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. THE SEWER CONTRACTOR SHALL STAMP AN "S* IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER 31. LATERAL. IF EXISTING UTILITIES OR ANY OTHER FACIU11ES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR 32. SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND 33. APPROVED. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 34. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 35. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE 36. PAVING CONTRACTOR UPON COMPLETION OF PAVING. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPPING, BARRICADES, AND 37. OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL 38. PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. CONTRACTORS RESPONSIBILITY FOR SAFETY IN SUBMITTING A BID FOR THIS WORK, THE CONTRACTOR' AGREES THE HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER, THE ENGINEER AND THE GOVERNMENTAL AGENCY HARMLESS FORM 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, THE ENGINEER OR THE GOVERNING AGENCY. ALL CONTRACTORS AND SUB CONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. THE CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THEOCCUPATIONA AF L SAFETY AND HEALTH REGULATIONS OF THE U.S. DEPARTMENT OF LABOR WITH "CONSTRUCTION SAFETY ORDERS". THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE AN ANY WAY FOR THE CONTRACTORS OR SUBCONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND ORDERS. ENGINEERS NOTICE TO CONTRACTORS THE EXISTENCE AND APPROXIMATE LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES OR STRUCTURES EXCEPT AS SHOWN ON THESE PLANS. THE ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION NEITHER OF SAID LINES NOR FOR UTILITIES OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHAL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK ON EXCAVATION TO DETERMINE EXACT LOCATION OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HEREON, AND FOR ANY DAMAGE OR PROTECTION OF THESE LINES. THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND SERVICE ALERT (USA) PHONE 800-2272600 TWO 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. BASIS OF BEARINGS THE CENTERLINE OF JUNIPER AVENUE AS SHOWN BY MAP ON FILE IN BOOK 55, PAGE 73 OF RECORDS OF SURVEY, RECORDS OF SAN BERNARDINO COUNTY SHOWN AS N00'08'32"E THEREON. p � 0 DIAL TWO WORKING BEFORE IRE YOU DIG Y❑u DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT BENCHMARK NAIL AT CYPRESS AVE. & SP.R.R., 26 FT. WEST OF CYPRESS, 0.5FT. SOUTH OF SOUTHERLY R/W FENCE OF 1-10 FREEWAY, 1 POLE WEST OF MILEPOLE 532, 47.5 FT. NORTH OF NORTHERLY RAIL. ELEVATION = 1,078.7770 SANITARY SEWER D A\S f"% %�ITY OF FONTANA COUNTY OF SAN BERNARDINO, CALIFORNIA TRACT 16678-1 ,-2,-3, 16678 AND OFFSITE EX 27" SWR--""�I I TRACT ! BOUNDARY l 255-021-010' i �+I 'I . I R/W I 255-021-011' i SEE SHEET 2 w 4 3 2 1 a- UU C 1 aw to SEE SHEET 20SANT R/WJ F�' I R/W 4 TRACT �'� OB1-0 I BbUNDARY 255-091-38 1: 255-091-40 EX 30" SWR UTILITIES * WNW. ' WATER: FONTANA WATER COMPANY TR. 16678-1 BAYLEAF LANE STA 10+72.71 TO STA 15+14.71 TELEPHONE NO. (909)822-2201 SOF Cp1.\F� MINT LEAF WAY STA 9+02.28 TO STA 15+80.27 SEWER: CITY OF FONTANA TR. 16678-1 SAFFRON STREET STA 10+72.71 TO STA 13+22.04 TELEPHONE NO. (909)350-6760 TR. 16678-1 CORIANDER PLACE STA 12+11.67 TO STA 14+88.71 ELECTRIC: SOUTHERN CALIFORNIA EDISON COMPANY PEPPER DRIVE STA 9+95.00 TO STA 12+08.16 TARRAGON WAY STA 9+95.00 TO STA 11+57.00 TELEPHONE NO. (800)655-4555 TR. 16678-2 BAYLEAF LANE STA 15+14.73 TO STA 19+80.71 GAS: SOUTHERN CALIFORNIA GAS COMPANY LEMON GRASS AVE STA 9+02.27 TO STA 14+30.24 TELEPHONE NO. (800)427-2200 TR. 16678-2 SAFFRON STREET STA 16+41.44 TO STA 22+25.95 TELEPHONE COMPANY: PACIFIC BELL CO. TR. 16678-2 TELEPHONE NO. (800)750-2355 SHEET 11 TR. 16678-2 NUTMEG CIRCLE STA 9+95.00 TO STA 11+06.24 REVISIONS PER CITY OF FONTANA TR. 16678-3 Q1 FC• DED 8�� LATERAL 1/18107 SHEET 14 TR. 16678-3 Co20 D2AW I NGS UPDATE STATIONS 10-12-07 7-. CAYENNE WAY STA 9+02.27 TO STA 13+56.93 RD DWINGs ON .517E 7/6676, -1, -2. 3 3�-01 idfm REV. REVISION DESCRIPTION DATE I ENGR. I CITY I DATE IE II IE I' I� I in of i /-R/W I -- ---- -- -- -- -- - TRACT BOUNDARY CN �i CMN i 1000 00 _ rn r - E � jz00 0 m Of j MN 32 � I t) TYPICAL SECTION LEGEND 1 LOT NUMBER w` PROPOSED WATER MAIN S PROPOSED SEWER MAIN 0 MANHOLE -._-._ - PROPOSED WATER LATERAL PROPOSED SEWER LATERAL -PROPOSED STORM WATER PIPELINE PROPOSED R/W SHEET 1 TR. 16678 TITLE SHEET & STD NOTES SHEET 2 TR. 16678-1 BAYLEAF LANE STA 10+72.71 TO STA 15+14.71 SHEET 3 TR. 16678-1 MINT LEAF WAY STA 9+02.28 TO STA 15+80.27 SHEET 4 TR. 16678-1 SAFFRON STREET STA 10+72.71 TO STA 13+22.04 SHEET 5 TR. 16678-1 CORIANDER PLACE STA 12+11.67 TO STA 14+88.71 SHEET 6 TR. 16678-1 PEPPER DRIVE STA 9+95.00 TO STA 12+08.16 TARRAGON WAY STA 9+95.00 TO STA 11+57.00 SHEET 7 TR. 16678-2 BAYLEAF LANE STA 15+14.73 TO STA 19+80.71 SHEET 8 TR. 16678-2 LEMON GRASS AVE STA 9+02.27 TO STA 14+30.24 SHEET 9 TR. 16678-2 SAFFRON STREET STA 16+41.44 TO STA 22+25.95 SHEET 10 TR. 16678-2 SAFFRON STREET STA 13+75.91 TO STA 16+41.44 SHEET 11 TR. 16678-2 NUTMEG CIRCLE STA 9+95.00 TO STA 11+06.24 SHEET 12 TR. 16678-3 JAGGERY STREET STA 10+72.71 TO STA 17+35.62 SHEET 13 TR. 16678-3 PARSLEY LANE STA 10+82.71 TO STA 15+17.17 SHEET 14 TR. 16678-3 LEMON GRASS AVE STA 14+30.24 TO STA 18+30.35 SHEET 15 TR. 16678-3 CAYENNE WAY STA 9+02.27 TO STA 13+56.93 SHEET 16 TR. 16678-3 TARRGON WAY STA 11+57.00 TO STA 13+09.00 CAYENNE WAY STA 13+56.93 TO STA 1'5+19.15 SHEET 17 TR. 16678 SUGAR LANE STA 10+72.71 TO STA 16+89.03 SHEET 18 TR. 16678 CILANTRO COURT STA 9+93.10 TO STA 12+90 SHEET 19 TR. 16678 JAGGERY STREET STA 17+35.62 TO STA 21+77.16 SHEET 20 OFFSITE SANTA ANA AVE STA 9+95.00 TO STA 17+50.00 SHEET 21 OFFSITE SANTA ANA AVE STA 17+50.00 TO STA 23+15.89 SHEET 22 OFFSITE SANTA ANA AVE STA 23+15.89 TO STA 32+06.55 SHEET 23 OFFSITE JUNIPER AVE STA 9+95.00 TO STA 17+00.00 SHEET 24 OFFSITE JUNIPER AVE STA 17+00.00 TO STA 23+20.00 4 0 ;LM ; IT TRACT NO. 9862 MB 146/77.78 ._...... • ,I =NUE SEE SHEET 21_ I _ I SEE SHEET 22 I SANTA ANA AVENUE ----------------------------- -------------- ----- ------------------------------- - - ------ -- ------------ - - ------ Al ;255-091-431 255-091-06 1 255-101-15 255-101-16 1255-101-17 1 255-101-18 i CONSTRUCTION NOTES & QUANTITIES ' TRACT NUMBER YEARS OF THE DATE OF APPROVAL SHOWN HEREON -,Z, s G W p M AND CARRIED FORTH IN A DILIGENT MANNER, THE . 2 # �. T2-31- T -os - CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. CONSTRUCTION NOTE 16678-1 16678-2 16678-3 16678 OFFSITE INDEX MAP 1 INSTALL EXTRA STRENGTH 8" V.C.P. SEWER PIPE. 2,020 L.F. 1,945 L.F. 2,100 L.F. 1,560 LF. 240 L.F. N.T.S. O2 CONSTRUCT SEWER MANHOLE PER CITY OF FONTANA STANDARD DRAWING 112 9 EA. 8 EA. 8 EA. 6 EA. 12 EA. OWNER `OQEL S BRISTLECONE INVESTMENTS, LLC.STANDARD 19 CORPORATE PLAZA, STE. 210 s� NEWPORT BEACH, CA 92660 W wMw O TRENCHING AND BEDDING PER CITY OF FONTANA DRAWING 131 OR DETAILS ON SHEET 2 2,235 L.F. 1,945 L.F. 2,100 L.F. 1,560 L.F. 3,670 L.F. 4 INSTALL 4" SEWER LATERAL AND RESIDENTIAL CLEANOUT PER O 34 EA. 37 EA. 38 EA. 34 EA. 19 EA. (949)484-9090 °L * * CITY OF FONTANA STANDARD DRAWING 125 1,190 L.F. 1,210 L.F. 1,270 L.F. 1,160 L.F. 640 L.F. 5 INSTALL TEMPORARY SEWER PLUG 2 EA. 1 EA. 2 EA. - 4 EA. REQUIRED 6 REMOVE TEMPORARY SEWER PLUG AND JOIN EXISTING - 1 EA. 2 EA. 2 EA. - 7 INSTALL EXTRA STRENGTH 10" V.C.P. SEWER PIPE. 215 L.F. - - - 3,670 L.F. 16678-1 8 INSTALL SEWER STUB FOR FUTURE CONNECTION - - - - 4 EA. 29 INSTALL 8" CNOUT LEA - - - - - I EA SHOULD CONSTRUCTION OF THE REQUIREDPrepared IMPROVEMENTS NOT COMMENCE WITHIN TWO QROF / y��S ��'; Under The Supervision Of LC rouse/Beers & Associates, Inc. YEARS OF THE DATE OF APPROVAL SHOWN HEREON -,Z, s G W p M AND CARRIED FORTH IN A DILIGENT MANNER, THE . 2 # �. T2-31- T -os - CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. TOTAL 7,865 L.F. 42 EA. 11,510 LF. 167 EA. 5,470 L.F. 9 EA. 5 EA. 3,885 L.F. 4 EA. Engineering * Surveying * Planning * Construction Management 2191 5th Street, Suite 200, Norco, Ca. 92860-1967 Ph. (951) 7 6- 040 Fax (951) 736-5292 DOU S N. CROUSE R.C.E. No. 23796 EXP. -12/31/05 DATE VICINITY MAP N.Y.S. BACKFLOW PREVENTION DEVICES NOTE: NO BACKFLOW PREVENTION DEVICES ARE REQUIRED FOR THIS PROJECT. LOT NO. TRACT NO. BACKFLOW 1 TR. 16678-1 NOT VALLEY 2 TR. 16678-1 BLVD REQUIRED 3 TR. 16678-1 NOT REQUIRED 4 TR. 16678-1 SAN BERNARDINO FRWY REQUIRED RR UP 16678-1 NOT REQUIRED 6 TR. SLOVER NOT REQUIRED AV TR. 16678-1 NOT REQUIRED 8 SITE 16678-1 NOT REQUIRED 9 o 16678-1 NOT REQUIRED 10 TR. w z 0 NOT REQUIRED C3 vi 16678-1 NOT REQUIRED 12 a 16678-1 NOT ASH DR TR. w o NOT REQUIRED z MIN ACT 16678-1 SANTA ANA 15 z w AV NOT REQUIRED w Q N NOT Of 17 TR. IL Of REQUIRED U TR. 16678-1 � � 19 TOTAL 7,865 L.F. 42 EA. 11,510 LF. 167 EA. 5,470 L.F. 9 EA. 5 EA. 3,885 L.F. 4 EA. Engineering * Surveying * Planning * Construction Management 2191 5th Street, Suite 200, Norco, Ca. 92860-1967 Ph. (951) 7 6- 040 Fax (951) 736-5292 DOU S N. CROUSE R.C.E. No. 23796 EXP. -12/31/05 DATE VICINITY MAP N.Y.S. BACKFLOW PREVENTION DEVICES NOTE: NO BACKFLOW PREVENTION DEVICES ARE REQUIRED FOR THIS PROJECT. LOT NO. TRACT NO. BACKFLOW 1 TR. 16678-1 NOT REQUIRED 2 TR. 16678-1 NOT REQUIRED 3 TR. 16678-1 NOT REQUIRED 4 TR. 16678-1 NOT REQUIRED 5 TR. 16678-1 NOT REQUIRED 6 TR. 16678-1 NOT REQUIRED 7 TR. 16678-1 NOT REQUIRED 8 TR. 16678-1 NOT REQUIRED 9 TR. 16678-1 NOT REQUIRED 10 TR. 16678-1 NOT REQUIRED 11 TR. 16678-1 NOT REQUIRED 12 TR. 16678-1 NOT REQUIRED 13 TR. 16678-1 NOT REQUIRED 14 TR. 16678-1 NOT REQUIRED 15 TR. 16678-1 NOT REQUIRED 16 TR. 16678-1 NOT REQUIRED 17 TR. 16678-1 NOT REQUIRED 18 TR. 16678-1 NOT REQUIRED 19 TR. 16678-1 NOT REQUIRED 20 TR. 16678-1 NOT REQUIRED 21 TR. 16678-1 NOT REQUIRED 22 TR. 16678-1 NOT REQUIRED 23 TR. 16678-1 NOT REQUIRED 24 TR. 16678-1 NOT REQUIRED 25 TR. 16678-1 NOT REQUIRED 26 TR. 16678-1 NOT REQUIRED 27 TR. 16678-1 NOT REQUIRED 28 TR. 16678-1 NOT REQUIRED 29 TR. 16678-1 NOT REQUIRED 30 TR. 16678-1 NOT REQUIRED 31 TR. 16678-1 NOT REQUIRED 32 TR. 16678-1 NOT REQUIRED 33 TR. 166781 NOT REQUIRED 34 1 TR. 16678-1 NOT REQUIRED LOT NO. TRACT NO. BACKFLOW 1 TR. 16678-2 NOT REQUIRED 2 TR. 16678-2 NOT REQUIRED 3 TR. 16678-2 NOT REQUIRED 4 TR. 16678-2 NOT REQUIRED 5 TR. 16678-2 NOT REQUIRED 6 TR. 16678-2 NOT REQUIRED 7 TR. 16678-2 NOT REQUIRED 8 TR. 16678-2 NOT REQUIRED 9 TR. 16678-2 NOT REQUIRED 10 TR. 16678-2 NOT REQUIRED 11 TR. 16678-2 NOT REQUIRED 12 TR. 16678-2 NOT REQUIRED 13 TR. 16678-2 NOT REQUIRED 14 TR. 16678-2 NOT REQUIRED 15 TR. 16678-2 NOT REQUIRED 16 TR. 16678-2 NOT REQUIRED 17 TR. 16678-2 NOT REQUIRED 18 TR. 16678-2 NOT REQUIRED 19 TR. 16678-2 NOT REQUIRED 20 TR, 16678-2 NOT REQUIRED 21 TR. 16678-2 NOT REQUIRED 22 TR. 16678-2 NOT REQUIRED 23 TR. 16678-2 NOT REQUIRED 24 TR. 16678-2 NOT REQUIRED 25 TR. 16678-2 NOT REQUIRED 26 TR. 16678-2 NOT REQUIRED 27 TR. 16678-2 NOT REQUIRED 28 TR. 16678-2 NOT REQUIRED 29 TR. 16678-2 NOT REQUIRED 30 TR. 16678-2 NOT REQUIRED 31 TR. 16678-2 NOT REQUIRED 32 TR. 16678-2 NOT REQUIRED 33 TR. 16678-2 NOT REQUIRED 34 TR. 16678-2 NOT REQUIRED 35 TR. 16678-2 NOT REQUIRED 36 TR. 16678-2 NOT REQUIRED 37 1 TR. 16678-2 NOT REQUIRED LOT NO. TRACT NO. BACKFLOW 1 TR. 16678-3 NOT REQUIRED 2 TR. 16678-3 NOT REQUIRED 3 TR. 16678-3 NOT REQUIRED 4 TR. 16678-3 NOT REQUIRED 5 TR. 16678-3 NOT REQUIRED 6 TR. 16678-3 NOT REQUIRED 7 TR. 16678-3 NOT REQUIRED 8 TR. 16678-3 NOT REQUIRED 9 TR. 16678-3 NOT REQUIRED 10 TR. 16678-3 NOT REQUIRED 11 TR. 16678-3 NOT REQUIRED 12 TR. 16678-3 NOT REQUIRED 13 TR. 16678-3 NOT REQUIRED 14 TR. 16678-3 NOT REQUIRED 15 TR. 16678-3 NOT REQUIRED 16 TR. 16678-3 NOT REQUIRED 17 TR. 16678-3 NOT REQUIRED 18 TR. 16678-3 NOT REQUIRED 19 TR. 16678-3 NOT REQUIRED 20 TR. 16678-3 NOT REQUIRED 21 TR. 16678-3 NOT REQUIRED 22 TR. 16678-3 NOT REQUIRED 23 TR. 16678-3 NOT REQUIRED 24 TR. 16678-3 NOT REQUIRED 25 TR. 16678-3 NOT REQUIRED 26 TR. 16678-3 NOT REQUIRED 27 TR. 16678-3 NOT REQUIRED 28 TR. 16678-3 NOT REQUIRED 29 TR. 16675-3 NOT REQUIRED 30 TR. 16678-3 NOT REQUIRED 31 TR. 16678-3 NOT REQUIRED 32 TR. 16678-3 NOT REQUIRED 33 TR. 16678-3 NOT REQUIRED 34 TR. 16678-3 NOT REQUIRED 35 TR. 16678-3 NOT REQUIRED 36 TR. 16678-3 NOT REQUIRED 37 TR. 16678-3 NOT REQUIRED 38 1 TR. 16678-3 NOT REQUIRED LOT NO. TRACT N0. BACKFLOW 1 TR. 16678 NOT REQUIRED 2 TR. 16678 NOT REQUIRED 3 TR. 16678 NOT REQUIRED 4 TR. 16678 NOT REQUIRED 5 TR. 16678 NOT REQUIRED 6 TR. 16678 NOT REQUIRED 7 TR. 16678 NOT REQUIRED 8 TR. 16678 NOT REQUIRED 9 TR. 16678 NOT REQUIRED 10 TR. 16678 NOT REQUIRED 11 TR. 16678 NOT REQUIRED 12 TR. 16678 NOT REQUIRED 13 TR. 16678 NOT REQUIRED 14 TR. 16678 NOT REQUIRED 15 TR. 16678 NOT REQUIRED 16 TR. 16678 NOT REQUIRED 17 TR. 16678 NOT REQUIRED 18 TR. 16678 NOT REQUIRED 19 TR. 16678 NOT REQUIRED 20 TR. 16678 NOT REQUIRED 21 TR. 16678 NOT REQUIRED 22 TR. 16678 NOT REQUIRED 23 TR. 16678 NOT REQUIRED 24 TR. 16678 NOT REQUIRED 25 TR. 16678 NOT REQUIRED 26 TR. 16678 NOT REQUIRED 27 TR. 16678 NOT REQUIRED 28 TR. 16678 NOT REQUIRED 29 TR. 16678 NOT REQUIRED 30 TR. 16678 NOT REQUIRED 31 TR. 16678 NOT REQUIRED 32 TR. 16678 NOT REQUIRED 33 TR. 16678 NOT REQUIRED 34 TR. 16678 NOT REQUIRED RECORD .® R4AW1Wqj CITY 0 F FO NTANA, CALIFORNIA TRACT NO. 16678-1,-2,-3, 16678 & OFFSITE DRAWN PT/: SANITARY TITLEH S A N SEWER PLANS E E T AND A D NOTES SCALE: PLAN DESIGNED BY: PT DATE: APRIL, 2005 CHECKED BY: DNC r.. ISANDOVAL ROVED _ DRAWING NO.:00 - .. ___ I,a