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HomeMy WebLinkAbout3817-10 i v z I IA 0 n .a A QQA bi 0 N i F J U a i C 0 0 i i a a� N N i X 9 v g N N 0 CONSTRUCTION NOTES FOR STORM DRAIN IMPROVEMENT PLANS 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 PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE CITY ENGINEER FOR RESOLUTION. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4. ADVANCE CONSTRUCTION SIGNING INDICATION DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS. 5. 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 REQUIRED AT LEAST TWO WORKING -DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT OF WAY WITHIN THE CITY LIMITS. CAU_ 909-350-7610. 6. 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. 7 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 8. 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. 9. 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 OF 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. 10. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 11. 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. 12. 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 CALTANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 13. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER VALVE WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED. 15. 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 CNSTRUCT10N CONTROL STAKING DURING CONSTRUCTION. 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17. 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 WILL 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. 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR THE RESIDENTS AND EMERGENCY VEHICLES. 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 20. 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. 21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 22. 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. 23. 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-ERODABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTINS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN N THE PLANS. 27. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 31. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY TF PAVING CONTRACTOR UPON COMPLETION OF PAVING. 32. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AN OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 33. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 34. MINIMUM D -LOAD FOR ALL RCP (SD PIPE) IS 1350 A IeL_211 R' R e -S ----------------- DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PURL I C SERVICE BY UNDERGROUND SERVICE ALERT STORM DRAIN IMPROVEMENT PLANS INTERIM CONDITION AND OFA -SITE CITY, OF FONTANA COUNTY OF SAN BERNARDINO, CALIFORNIA TRACT 16678 1) 21 3 & 1667, UTILITIES WATER: FONTANA WATER COMPANY TELEPHONE NO. (9095822-2201 SEWER: CITY OF FONTANA TELEPHONE NO. (909)350-6632 ATTN. BRIAN WREN ELECTRIC: SOUTHERN CALIFORNIA EDISON COMPANY TELEPHONE NO. (800)655-4555 GAS: SOUTHERN CA FORNIA GAS COMPANY TELEPHONE NO. (800)427-2200 TELEPHONE COMPANY: PACIFIC BELL CO. TELEPHONE NO. (800)750-2355 OWNER BRISTLECONE INVESTMENTS, LLC. 19 CORPORATEPLAZA DRIVE, SUITE 210 NEWPORT BEACH, CA 92660 LEGEND MH MANHOLE FL FLOW UNE INV. INVERT OF PIPE R.C.P. REINFORCED CONCRETE PIPE LF. UNEAR FEET D D -LOAD VICINITY MAP N.T.S. CONSTRUCTION NOTES 1 O1 CONSTRUCT MANHOLE PER A.P.W.A. STD. PLAN 320-1. SEE DETAIL ON SHT. 11 Q2 TRENCH REPAIR PER CITY OF FONTANA STD. DETAIL 131 O3 INSTALL 24" R.C.P (D=1350) 4 ® INSTALL 48" R.C.P (D=1350) 5 Q5 INSTALL 54" R.C.P (D=1350) 6 © SAW -CUT AND REMOVE EXISTING A.C. PAVEMENT PER CITY OF FONTANA STD. DETAIL 131 ® CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD. PLAN 331-2. SEE DETAIL ON SHT. 10 Q9 CONSTRUCT TRANSITION STRUCTURE PER A.P.W.A. STD. PLAN 340-1. SEE DETAIL ON SHY. 10 ® CONSTRUCT MANHOLE PIPE TO PIPE PER A.P.W.A. STD. PLAN 322-2. SEE DETAIL ON SHT. 11 11 CONSRUCT CURB OPENING CATCH BASIN PER A.P.W.A. STD. PLAN 300-2. DETAIL ON SHEET 10 ® INSTALL 42" R.C.P (D=1350) A.P.W.A. STANDARDS SHEET ® INSTALL 60" R.C.P (D=1350) 1= ® INSTALL 36" R.C.P (D=1350) I ® CONSTRUCT 4 1/2" MIN. AC. PAVEMENT OVER 12" MIN. OF 959 COMPACTED SUBGRADE ® CONSTRUCT 6 1/2" MIN. AC. PAVEMENT OVER 12" MIN. OF 959 COMPACTED SUBGRADE ® CONSTRUCT LOCAL DEPRESSION PER OFF SITE STREET IMPROVEMENT PLAN. ® CONSTRUCT DOUBLE BRICK AND MORTAR PIPE CLOSURE - TYPE "B" PER DETAIL ON SHEET 6 ® INSTALL 84" R.C.P. (D=1350) SANTA ANA_ _ AVENUE SHEE75 SHEET 6 BENCH MARK SHEET INDEX A NAIL SET AT CYPRESS AVENUE AND SP.R.R., 26 FT. WEST OF CYPRESS, 0.5 FEET SOUTH OF SOUTH R/W FENCE OF 1-10 FREEWAY, 1 POLE WEST OF MILEPOST 532, 47.5 FEET NORTH OF NORTH RAIL. ELEV. = 1098.7770 BASIS OF BEARINGS THE BASIS OF BEARINGS IS BASED ON THE CENTERLINE OF JUNIPER AVENUE, AS SHOWN IN BOOK 55, PAGE 73 OF RECORDS OF SURVEY, RECORDS OF SAN BERNARDINO COUNTY, CALIFORNIA AND IS SHOWN AS N 00' 08' 32" E. SHEET 1 TITLE SHEET AND NOTES S.F. SHEET 2 LINE "DZ -4A" PLAN AND PROFILE, LATERAL "1" AND "2" PLAN SHEET 3 LINE "DZ -4A" PLAN AND PROFILE 109,175 SHEET 4 LINE "DZ -4A" PLAN AND PROFILE, LATERAL "1" AND "2" PROFILE SHEET 5 LINE "A" PLAN AND PROFILE 4 SHEET 6 LINE "A" PLAN AND PROFILE, LATERAL "B-3" PROFILE, CALTRANS DETAIL "A-1". "A-2", SHEET 7 LINE "A" PLAN AND PROFILE, LATERAL "A-1". "A-2" PLAN SHEET 8 LINE "B" PLAN AND PROFILE, LATERAL -B-1- SHEET 9 LINE "B" PLAN AND PROFILE, LATERAL "B-2" AND "B-3" SHEET 10 A.P.W.A. STANDARDS SHEET SHEET 11 A.P.W.A. STANDARDS SHEET STORM DRAIN °0 >� t1 1 ESHOULD CONSTRUCTION OF THE REQUIRED 9 ADDED LAITRAL. C -I ON SHT. 6 tp ,�,d IMPROVEMENTS NOT COMMENCE WITHIN TWO N0'C 062114 m YEARS OF THE DATE OF APPROVAL SHOWN HEREON Exp: 12-zott w AFC04P DILAWI*W ,k AND CARRIED FORTH IN A DILIGENT MANNER, THE REMOVE QXIST. c�?CN b/13riN AMIDAND ENGINEER MAY REQUIRE REVISIONS TO THE ,TF4FCAL�FG CO/�IS'�11LT l.ARi.[R. bAS�N� CO/JIJi r Tb b0" STORM Dtma A AQP SNr. IL PLANS TO BRING THEM INTO CONFORMANCE WITH LD�A 1r REV. REV" DEscr�PltoN LE QBWH.a f y tm E STANDARDS IN EFFECT. /t5 J O o � Na 23M Esq. 12-31-M civil, QUANTITY/UNIT 20 EA. 109,175 S.F. 203 L.F. 2,655 L.F. 85 L.F. 109,175 S.F. 7 EA. 4 EA. 3 EA. 4 EA. 3,117 L.F. 1,220. L.F. 40 S. F. 39,000 S.F. 66,610 S.F. 5 EA. 8 EA. 36 L.F. ZW�-03 RIGHT-OF-WAY LEGEND PROPOSED RIGHT-OF-WAY - a FUTURE RIGHT-OF-WAY Q IQnCORD ORAW/N(iS CONTRACTORS RESPONSIBILITY FOR SAFETY EXISTING RIGHT-OF-WAY 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 THE "OCCUPATIONAL 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 UTIUTIES OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL 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 800-227-2600 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. Prepared Under The Supervision Of : I Crouse/Beers & Associates, Inc. Engineering * Surveying * Planning * Construction Management 2191 5th Street, Suite 200, Norco, Ca. 92860-1967 • P (951) 73 -2040 Fax (951) 736-5292 /Z�z .. 47 DOU AS N. CROUSE R.C.E. No. 23796 EXP. 12/31/05 DATE CITY OF FONTANA, CALIFORNIA TRACT No. 16678-1, -29 -3 & 16678 DRAWN BY: STORM DRAIN IMPROVEMENT PLm SCAI.E` DESIGNED BY: INTERIM CONDITION & OFF-SITE JKLE SHEET MAY, 2005 CHECKED BY. APPROVEDr .. DRAWING NO.: 1 3817 2 12 Iw, �6B78 j 12 I� I j • I) I �8B76r3 OFF-SITE w STORM DRAIN °0 I �i C0 AISR 1= I I p ON-SITE STORM DRAIN IM PER I �I I DWG NO. 3819 (WET) �B67'g-.j �8878�2 - _- t SANTA ANA_ _ AVENUE SHEE75 SHEET 6 ; J w f w� OFF-SITE STORM DR kIN _t F M ,...■♦. f- INTERIM CONDITION Uj STORM DRAIN PIPE w ff-MI./1 I W - �rw-u sars sF+e-s N _n LU w I V) - ....,_,. EXISTING DOUBLE 36' STLVERT M DRAIN LATERAL EXISTING 66' STORM DN LINE - EXISTING DECLEZ BOX JU U A AVE. T W 20/73--7Y I INDEX MAP i SCALE 1" = 500' RIGHT-OF-WAY LEGEND PROPOSED RIGHT-OF-WAY - a FUTURE RIGHT-OF-WAY Q IQnCORD ORAW/N(iS CONTRACTORS RESPONSIBILITY FOR SAFETY EXISTING RIGHT-OF-WAY 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 THE "OCCUPATIONAL 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 UTIUTIES OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL 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 800-227-2600 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. Prepared Under The Supervision Of : I Crouse/Beers & Associates, Inc. Engineering * Surveying * Planning * Construction Management 2191 5th Street, Suite 200, Norco, Ca. 92860-1967 • P (951) 73 -2040 Fax (951) 736-5292 /Z�z .. 47 DOU AS N. CROUSE R.C.E. No. 23796 EXP. 12/31/05 DATE CITY OF FONTANA, CALIFORNIA TRACT No. 16678-1, -29 -3 & 16678 DRAWN BY: STORM DRAIN IMPROVEMENT PLm SCAI.E` DESIGNED BY: INTERIM CONDITION & OFF-SITE JKLE SHEET MAY, 2005 CHECKED BY. APPROVEDr .. DRAWING NO.: 1 3817 2