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Home My WebLink About5051REF-1GENERAL NOTES: 1. ALL WORK SWILL BE N ACCORDANCE WITH THESE PIANS, THE CRY OF FOWANA STANDARD PIANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFiCATIONS FOR PUBLIC WORKS COIISTRUCTiON_ ('GREEN BOOKS. ALL REFERENCE SPECIFICATIONS AND STANDARDS SFMLL BE TI# IS EDITION UNLESS OTFIERMIISE 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 SMALL 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 CRY OF FONTANA DEVELOPMENT SERVICES ORGANIZATION, DEPARTMENT OF ENGINEERING 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 LUM CALL (909) 350-7810. S. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES. METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC TRAFFIC CONTROLS. ENGINEER.LAST NON -METRIC ED91ON UNLESS OTHERWISE DIRECTED BY THE CiTY 6. iT SHALL BE THE RESPONSIBILiTY OF THE CONTRACTOR TO MAINTAIN BARRICADES. DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 7. THE CONTRACTOR SHAUL L 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. S. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE S FEET IN DEPTH SHALL BE GUARDED BY SHORING. SLOPING OF THE GROUND OR 0714ER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CAUFORNIA. TRENCHES LESS THAN FIVE s FEET SHALL ALSO BE GUMMED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT 09TANNNW A SEPARATE PERMIT FOR THAT PURPOSE. 10. THE LOCATIONS OF UTAftiES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION. HOWEVER, R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE. N 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 SWILL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES 12. T OR WATER AWN VALVES. 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 CITY 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 CML ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SWILL KE REPLACED. THE CONTRACTOR SHALL NOTIFY THE CiTY 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 CLOSURE 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 GRADNG 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. LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE DETERMINED AT THE TIME OF CONSTRUCTION AND SWILL 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 SMALL 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. SAN BERNARDINO BOUNTY BM 8-17, NEAR HIGHLAND AVENUE do SAN SEVAINE AVE, 343' NORTH OF HIGHLAND AVE, do 0.20 MI WEST OF SAN SEVAINE AVE, 265 MI WEST ALONG HIGHLAND AVE. FROM SIERRA AVE. ELEVI 1428.609 L111A THE CENTERUNE FROM AMERICA AVE. TO THE BC WEST OF CHERIMOYA AVE. BEING NORTH 69'42'20* E PER RICK ENGINEERING AUTOCAD DRAWING. CIT OO dF;f@9]kN TA A im-lic-1-11 All PHASE I FROM SAN SEVAINE ROAD TO CITRUS AVENUE MGM 1 a a AND/OR BASE COLIRSE MATERAI.FOR a �a • , • a•• a . aD GEDTECHNICAL, a • . SUBMITTED TO 7HE CITY FONTANA•' •-a • ••• • TOUGH GRADING. . U ALL MAIIIHOLES, CLEMIOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED 70 FMHED MADE CONTRACTOR •• COMPLETION 34 • •• • •• • •• • a. •SIGNING, Da 1 • r •• .• •a. , . • CITY TRAFFIC ea a t CONTRACTOR a •AND/ORa • OS Q r. . • , w AFFECTED BY 7HE CONSTRUCTION TO THE SATISFACTIONCITY ENGINEER 36. AS -BUILT t. SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY STM DRAM NOTES 1. ALL WORK SHALL BE N ACCORDANCE WITH INE5E PIANS, THE CRY OF FONTANA STAMM PIANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECFTGTK915 FOR PUBLIC WORKS CONSTRUCTION ('GREEN BOOK7. ALL REFERENCE SPECFiGITIOHS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. I WHEN A CONFLICT 6 FOUND M EXiST N THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS N THE 'GRED! BOOK'. THE CONTRACTOR SHALL MEDIATELY REPORT SAID CONFUICT TO THE CRY ENGINEER FOR RESOLUTION. I ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4. ADVANCE CM61RUCMN SIGNING INDICATING DURATION OF PROJECT SHALL BE N PLACE ONE WEE( PRIOR TO IMPLEMENTING DETOURS. 5. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CiTY OF FONTANA DEVELOPMENT` SERVICES ORGANIZATION, ENGINEERING DIVISION PRIOR M THE START OF ANY WORK. NNSPECTIONI COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK N PUBUC RHGHHT-OF-WAY WITHIN THE CITY UNITS. CALL (909)350-7610. 8. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POUCIM METHODS AND PROCEDURES DESCRIBED N THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS 07HO WSE DIRECTED BY THE CITY TRAFFIC ENGIMI 7. IT SHALL BE THE REST ONSIBNITY OF THE CONTRACTOR M MAINTAIN BAM IGIDES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 6. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER N DEPTH FROM THE CALIFORNIA STATE MGM OF INDUSTRIAL SAFETY. 9. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FE L7 N DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE MOON OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTO AL EXISTS FOR GROUND MOVEMENT. 10. NO MATERIAL OR EQUIPMENT SHALL BE STORED N THE PUBLIC RIGHl' OF WAY WTHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 11. THE LOCATIONS OF unu ES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHWl BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, N THE HELD, THE TRUE LOCATION AND ELEVATION OF ANY EXITING UTIITIM AND TO EXERCSE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDBIGROUND SERVICE ALERT AT 1-800-227-2600 iWO 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 CALTRANS. 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 MAIN VALVES WITFIOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 14. STATIONING Ri}ERS TO THE CENTERLINE OF STORM DRAIN D(CEPT 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 DISNRB MISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CiT' ENGINEER. 17. REMOVAL AND REPLACEMENT OF E (STING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CML 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 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. DOAiu AT o AA =rBEFORE DAYS BEFORE YOU DIG TOLL FREE -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT LEWD INDICATES •••••.a1 A.C. PAVEMENT INDICATES REMOVE EXISTING a 2 MOTES GRIND AND OVERLAY MOTES CENTERUNE INDICATES INDICATES a. , a a 1875- a EXISTING MOM LINE t CENTERLINE ROW RIGHT OF WAY LT LEFT Rf RIGHT BC BEGIN CURVE EC END CURVE PRC POINT OF REVERSE CURVE EX EXISTING Pf POINT TC TOP OF CURB 0 RANCHO CUCmxxm w y N a N Fz CARTER AVE ZD ,(� MONTAGE r- UnM NOTMATM TiTLE SHEET - 2. MAPS do TYPICAL SECTIONS 3. DETAILS 4. CITY OF FONTANA ATT AVE PeCT STA 33+78 TO STA 43+00 5. HLAND HIGHLAND ATTN : ENG IG ATTW JASON PARK STA 43+00 TO STA 50+38.38 6. SOUTH HIGHLAND AVE 8353 SIERRA AVENUE 3939 E CORONADO STREET W AND STA 81+67 TO STA 89+00 7. FONTANA CA 92335 ANAHEIM. CA 92807 VICTORIA ST 5 LOCATION STA 89+00 TO STA 98+00 8. WALNUT AVE (909) 350-7610 (714) 668-5415 STREET IMPROVEMENT PLANS STA 98+00 TO STA 108+00 9. SOUTH HIGHLAND SO. CALIF. GAS COMPANY UNDERGROUND SERVICE ALERT STA 108+00 TO STA 112+93.59 10. 'a STREET IMPROVEMENT PLANS STA FONTANA 11. (800) 227-2600 TO STA 12+49.29 12. w HIGHLAND AVE 1981 W. LUGONIAAVENUE TO STA 58+00 13. SOUTH HIGHLAND AVE STRIPING PLANS STA 58+00 REDLANDS, CA. 92374 !09 335-7756 TME -WARNER (�E • V) SOUTH HIGHLAND m STRIPING PLANS STA 84+00 BASELINE AVE (8D0) 427-2200 ATTW ILEUMS McD01NALD 1500 AUTO CENTER DRIVE HIGHLAND AVE STRIPING PLANS STA 110+00 TO STA 117+19.15 16. SO. CALIF.EDISON COMPANY ONTA91761 (909) 9 - 43 (909) 97s-3343 17. SOUTH HIGHLAND ATT!: nM KEETLE 300 N. PEPPER AVENUERLAIT () 892-2253 STA 37+22.83 TO STA 46+00 N.T S SOUTH (909) . 31 8176 (909) 631-3817 FONT" WATER COMPANY SEWER IMPROVEMENT PLANS STA 46+00 TO STA 49+80.27 19. SOUTH ATTN: BRENDA FOWLER AVE STORM DRAIN IMPROVEMENT PLANS STA 56+39.95 TO STA CAN CRAWFORD YON MUTUAL WATER CO. 15%6 FONTA = �ARROW ROUTE ATT?: BASIL J. FABRIZIO ( _ 01 )(909) SOUTH HIGHLAND AVE 8 CHERRY SUiTE 109 TAO( 823-3016FOW FM OF ��+s SOUTH HIGHLAND AVE STORM DRAIN IMPROVEMENT PLANS STA 10+00 TO STA 16+00 22. SOUTH (909) 463-9560 AVE STORM DRAIN IMPROVEMENT PLANS STA 16+00 TO STA 25+30.83 STORM DRAM NOTES CONTU1ED i9. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 20. THE CONTRACTOR SWILL NOT CAUSE ANY EXCAVATED MATO", MUD, SILT OR DEBRIS TO BE DO STED 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 REWIRED 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-OWEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 24. ALL EXPOSED CONCRETE SURFACES SHAM 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 CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 27. F 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 NEiW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 31. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED EFFIRENCE GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 32. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CiTY TRAFFIC ENGINEER. 33. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY. 0 N LY -k 34. MINIMUM D -LOAD FOR ALL R.C.P. IS 1350. REVI OESCRFnp" DATE EII CITY I DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WiTHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILJGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. D, f� 41 64696 ran " r '!No. a # Exo.06 30 it 1. TiTLE SHEET 2. INDEX MAPS do TYPICAL SECTIONS 3. DETAILS 4. SOUTH HIGHLAND AVE STREET IMPROVEMENT PLANS STA 33+78 TO STA 43+00 5. SOUTH HIGHLAND AVE STREET IMPROVEMENT PIANS STA 43+00 TO STA 50+38.38 6. SOUTH HIGHLAND AVE STREET IMPROVEMENT PLANS STA 57+39.53 TO STA 58+50.10 AND STA 81+67 TO STA 89+00 7. SOUTH HIGHLAND AVE STREET IMPROVEMENT PLANS STA 89+00 TO STA 98+00 8. SOUTH HIGHLAND AVE STREET IMPROVEMENT PLANS STA 98+00 TO STA 108+00 9. SOUTH HIGHLAND AVE STREET IMPROVEMENT PLANS STA 108+00 TO STA 112+93.59 10. SAN SEVAINE RD STREET IMPROVEMENT PLANS STA 9+25.10 TO STA 12+55.06 11. KNOX AVE STREET IMPROVEMENT PLANS STA 8+00.00 TO STA 12+49.29 12. SOUTH HIGHLAND AVE STRIPING PLANS STA 33+80 TO STA 58+00 13. SOUTH HIGHLAND AVE STRIPING PLANS STA 58+00 TO STA 84+00 14. SOUTH HIGHLAND AVE STRIPING PLANS STA 84+00 TO STA 110+00 15. SOUTH HIGHLAND AVE STRIPING PLANS STA 110+00 TO STA 117+19.15 16. SAN SEVAINE RD, HEMLOCK AVE, AND KNOX AVE STRIPING PLANS 17. SOUTH HIGHLAND AVE SEWER IMPROVEMENT PLANS STA 37+22.83 TO STA 46+00 18. SOUTH HIGHLAND AVE SEWER IMPROVEMENT PLANS STA 46+00 TO STA 49+80.27 19. SOUTH HIGHLAND AVE STORM DRAIN IMPROVEMENT PLANS STA 56+39.95 TO STA 63+29.16 20. SOUTH HIGHLAND AVE STORM DRAIN IMPROVEMENT PLANS STA 8+31.78 TO STA 10+00 21. SOUTH HIGHLAND AVE STORM DRAIN IMPROVEMENT PLANS STA 10+00 TO STA 16+00 22. SOUTH HIGHLAND AVE STORM DRAIN IMPROVEMENT PLANS STA 16+00 TO STA 25+30.83 If • • • O• • THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE PANS. CONSTRUCTION CONTRACTOR AGREES THAT N 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 UMiTED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, N CONNECTION WiTH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSION!.. UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WALL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PIANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. PB AMERICAS, INC. 3311 EAST sN¢er SIIEEf NAqYaG 917 -X872 FAX 9001 Prepared Under Be Supervision OF me: 10 CRY OF FONTAN& CAL.FUNA STREET LFFDVBuENT PLANS wtm Ft. TinE SHEET _ sckE. DESIGNED BY: PHAW k SQUIB H31 AW AVME DATE.' SHOWN RD STREET IMPROVEMENT 1 HWn BAF APPROVED W. DRNIp6 IID:1 JDI R.C.E. NO. 51152 DATE: 2