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Home My WebLink About4980-1GENERAL DOTES 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 ENIGNEER 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. CURVE DATA REFERS TO THE FACE OF CURB. 14, STATIONING REFERS TO THE CENTERLINE OF STREETS 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 CONSTRUCTION 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 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. 18. 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. 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 21. 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. 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 23. 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. 24. 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. 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 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. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. ENGINEER: OWNER/DEVELOPER: C MADOLE AND ASSOCIATES, INC. LCD SIERRA CREST, LLC CONSULTING CIVIL ENGINEERS 1156 N. MOUNTAIN AVE. & LAND PLANNERS UPLAND, CA 91786-0670 0 9302 PITTSBURGH AVE., SUITE 230 PHONE: 909.985.0971 DIAL RANCHO CUCAMONGA, CA 91730 CONTACT: GARTH CHAMBERS BEFORE PHONE: 909.481.6322 YOU DIG FAX: 909.481.6320 TOLL FREE CONTACT: MARK BERTONE A PUBLIC SERVICE BY UNDEF IN DAX P SCALE: 1 " = 200' NORTH SOUTH OR OR WEST EAST R/W R/W SEGOVIA LANE 64' 5' WIDE CL LANDSCAPE 32' 32' I EASEMENT 12' 20' 20' 12' 0.5' S' PROP. 5' 0.5' AC PVM T. I I.� O i0 <<' I 0�. PAD 2.0% 2.0% I 2.0% 2.0% PAD a,-:.: ....: .. .: .... ...,.: PROPOSED PROP.j PROP. PROPOSED SIDEWALK C&G C&G SIDEWALK SEGOVIA LANE & CONDOR AVENUE T1=5.5 NOT TO SCALE R/W 60' R/W CL 30' I 30, 12' 18' I 18' X 12' PROP. 0.5' 5' AC P VM' T 5' LO. x0 PAD 2.0% 2.0% I 2.0% 2.0% PAD , -7 F PROPOSED J PROPOSED SIDEWALK PROP. PROPSIDEWALK C&G C&G HAL LANE & JEANNE LANE T1=5.5 NOT TO SCALE W' LY E' LY R/W R/W 68' 10'MIN.-20'MAX. CL LANDSCAPE 34' 34' LOT 12' 22' 22' 12' 54.5' EXISTING IMPROVEMENTS SAWCUT 0.5' I LINE 1 5' 0.5' PROTECT COLD MILL 2' (2 �q IN-PLACE ) (GRIND) EP L -O (2.0%) (2.0% VARIES EXISTING 2.0%.MIN.- ._ SIDEWALK EXISTING OVERLAY PROP. 2:1MAX. PROTECT AC PAVEMENT REMOVE C & G IN-PLACE EXIST. AC PROPOSED EXISTING & CONST. SIDEWALK C & G ACPVMT. FANGO AVENUE ME W Q 0 V) 0 0 z A 11 VICINITY MAP NOT TO SCALE CONSTRUCTION MOTES QUANTITIES 1O CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" NATIVE MATERIAL 94,967 TYPICAL SECTION (NTS) COMPACTED TO 95%. (SEE GENERAL NOTES 31 & 32). 2,320 TONS �2 CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000. 4,315 L.F. LEGEND CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003. 5 EA. ® CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1006. 25,630 S.F. O CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1002. (W=16') 58 EA/11,716 A.C. ASPHALTIC CONCRETE (R) RIDGE LINE O7 CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD. PLAN NO. 3003. 3 EA. ® INSTALL STREET NAME SIGN PER CITY STD. PLAN NO. 4003. 4 B.C. BEGIN CURVE R/W RIGHT OF WAY INSTALL R-1 STOP SIGN PER CITY STD. PLAN NO. 4003 WITH "STOP" LEGEND. 2 EA. 11 ADJUST MANHOLE TO FINISHED GRADE PER CITY STD PLAN NO. 2000. 10 B.V.C. BEG. VERTICAL CURVE TAN. TANGENT 13 INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 6001 7 EA. 14 CONSTRUCT P.C.C. LONGITUDINAL GUTTER. (W=3') PER SECTION A -A, CITY STD. PLAN NO. 403 136 B.W. BACK SIDEWALK T.C. TOP OF CURB 16 CITY OF FONTANA UTILITY NOTIFICATION LIST 17 C.B. CATCH BASIN W WIDTH L.F. 19 SAWCUT, REMOVE AND RECONSTRUCT 6.5" AC PAVEMENT OVER 12" NATIVE 1,222 S.F. C.L. CENTERLINE V VERTICAL DEPTH 21 BEWM CABLE. ELECMC E.C. END CURVE (590,69) INDICATES EXISTING ELEVATION 24 REMOVE EXISTING BARRICADE. 1 EA. E.P. EDGE PAVEMENT EA. 26 INSTALL 12" DIAM. P.V.C. DRIAN PIPE SDR 35 (GRADE SHOWN ON PLAN). 28 L.F. CITY OF FONTANA TIME WARNER CABLE SOUTHERN CALIFORNIA EDISON COMPANY E.G. EDGE GRADE 590.69 INDICATES PROPOSED ELEVATION 8353 SIERRA AVENUE 1205 DUPONT AVENUE 7951 REDWOOD AVE. E.V.C. END VERTICAL CURVE [590.69] INDICATES FUTURE ELEVATION FONTANA, CA 92335 PHONE: 909.350.6632 ONTARIO, CA. 91761 PHONE: 909.390.4738 FONTANA, CA. 92336 PHONE: 909.357.6221 F.L. FLOW LINE MY INDICATES SLOPE 2:1 MAX. STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. F.S. G.B. FINISH SURFACE GRADE BREAK THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY AC PAVEMENT CLAD TELE' WATM H.P. HIGH POINT REMOVAL BENCH MAI SOUTHERN CALIFORNIA GAS COMPANY AT&T WEST VALLEY WATER DISTRICT INV. INVERT ` �',✓ GRIND 1.5 Mi. N Al 16231 VALLEY BLVD. 11464 TELEGRAPH ROAD 855 W. BASELINE ROAD O.C. ON CURVE DISCREPANCIES. TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF ANY WORK. IT 1S HIGHLAND A FONTANA, CA 92335 SANTA FE SPRINGS, CA 90670 RIALTO, CA 92377 P.C.C. PORTLAND CEMENT CONCRETE EDGE OF PAVEMENT 19-20, T1 N,1 PHONE: 909.428.8411 PHONE: 714.666.5415 PHONE: 909.875.1361 UTILITY BOXES AND LIDS, ETC. THE ENGINEER PREPARING THESE PLANS SHALL NOT BE HELD RESPONSIBLE OR LIABLE FOR E do 55 FT. 3 GALV. STE UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THESE PLANS SHALL BE REQUESTED IN WRITING AND MUST BE APPROVED BY THE ENGINEER OF RECORD. QUANTITIES SHOWN HEREON ARE PROVIDED FOR PERMIT AND BONDING PURPOSES ONLY. 'UNICO" SIGI ME W Q 0 V) 0 0 z A 11 VICINITY MAP NOT TO SCALE 7 i D N 0 0 r n J L L il Li r D 4- 14 I Q V .s CONSTRUCTION MOTES QUANTITIES 1O CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" NATIVE MATERIAL 94,967 S.F. COMPACTED TO 95%. (SEE GENERAL NOTES 31 & 32). 2,320 TONS �2 CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000. 4,315 L.F. O3 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003. 5 EA. ® CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1006. 25,630 S.F. O CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1002. (W=16') 58 EA/11,716 S.F. ® CONSTRUCT CROSS GUTTER PER CITY STD. PLAN NO. 403. 1,937 S.F. O7 CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD. PLAN NO. 3003. 3 EA. ® INSTALL STREET NAME SIGN PER CITY STD. PLAN NO. 4003. 4 EA. 9O INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD. PLAN NO. 404. 9 EA. 10 INSTALL R-1 STOP SIGN PER CITY STD. PLAN NO. 4003 WITH "STOP" LEGEND. 2 EA. 11 ADJUST MANHOLE TO FINISHED GRADE PER CITY STD PLAN NO. 2000. 10 EA. 12 ADJUST WATER VALVE TO FINISHED GRADE TO THE SATISFACTION OF THE CITY ENGINEER, 13 EA. 13 INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 6001 7 EA. 14 CONSTRUCT P.C.C. LONGITUDINAL GUTTER. (W=3') PER SECTION A -A, CITY STD. PLAN NO. 403 136 L.F. 15 CONSTRUCT 6" CURB ONLY PER CITY STD. PLAN NO. 1000. 117 L.F. 16 INSTALL 4" WHITE THERMOPLASTIC STRIPE. 226 L.F. 17 CONSTRUCT 4" P.C.C. MAINTENANCE WALK PER CITY STD. PLAN NO. 1006. (W=1') 80 L.F. 18 CONSTRUCT 8" CF P.G.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000. 1,222 L.F. 19 SAWCUT, REMOVE AND RECONSTRUCT 6.5" AC PAVEMENT OVER 12" NATIVE 1,222 S.F. MATERIAL COMPACTED TO 95% (SEE GENERAL NOTES 31 & 32). 20 CONSTRUCT 8" TO 6" CF P.C.C. CURB TRANSITION 54 L.F. 21 CONSTRUCT 6" AC DIKE PER CITY STD. PLAN NO. 1007 40 L.F. 22 GRIND 0.1'MIN. & OVERLAY EXISTING AC PAVEMENT TO MATCH EXISTING AC PAVEMENT. 2,691 S.F. 23 CONSTRUCT BARRICADE PER STD. PLAN NO. 4000. 1 EA. 24 REMOVE EXISTING BARRICADE. 1 EA. 25 CONSTRUCT DRAINAGE STRUCTURE PER CITY STD. PLAN NO. 3000 (MOD. ANGLE ® STREET CURB - 45') 1 EA. 26 INSTALL 12" DIAM. P.V.C. DRIAN PIPE SDR 35 (GRADE SHOWN ON PLAN). 28 L.F. �7 CONSTRUCT MODIFIED ACCESS RAMP PER CITY OF FONTANA STD. PLAN NO. 1004. 1 EA, 28 INSTALL P.V.C. CLEANOUT, MODIFIED CITY OF FONTANA STD. PLAN 2004. 1 EA. PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE EXISTENCE AND 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 EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE 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 THE ENGINEER. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES. TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF ANY WORK. IT 1S THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF ANY BEGINNING OF WORK MEANS ACCEPTANCE OF CONDITIONS. CONTRACTOR SHALL COMPLY WITH ALL N.P.D.E.S. REQUIREMENTS. CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE BOXES, UTILITY BOXES AND LIDS, ETC. THE ENGINEER PREPARING THESE PLANS SHALL NOT BE HELD RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THESE PLANS SHALL BE REQUESTED IN WRITING AND MUST BE APPROVED BY THE ENGINEER OF RECORD. QUANTITIES SHOWN HEREON ARE PROVIDED FOR PERMIT AND BONDING PURPOSES ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THEIR OWN QUANTITIES PRIOR TO BIDDING AND CONSTRUCTION. THE ENGINEER IS NOT RESPONSIBLE FOR DISCREPANCIES IN FINAL CONSTRUCTION QUANTITIES. 7 i D N 0 0 r n J L L il Li r D 4- 14 I Q V .s