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Home My WebLink About4777-1OR CURB/PAVEMENT/SIDEWALK (EX) RB/PAVr_ M ENT/S I DEWALK (PROP) 0 FENCE (EXISTING) FENCE(PROPOSED) GUARDRAIL (EXISTING) GUARDRAIL (PROPOSED) F 7 Z i53 F, k4 ELL I rl WAN r A CIVIL LEWGIZEND AND ABBREVIATION RAILROAD WALL (EXI'STING) L - - - - SYMBOL WALL (PROPOSED) 11V Aw Am DIESCIR1,PTION CONTOUR r -v k.7 `_^ISTING) mmmmmmzmmmmmmm CONTOUR (PROPOSED) PATH OF TRAVEL (ADA ACCESS) EASEMENT GAS VADVE R0ii P ('PERTY LINE (E)XISTING) 122 LF PROPERTY LINE (PROPOSED) BACK FLOW PREVENTE-R RIGHT -OF -Viii HOSE BIB CABLE E TELEVISION(EXISTING) TV CABLE TELEVISION (PROPOSED) INV GASI (EXISTING) G GAS(PROPOSED) BACK OF WALK ELECTRICAL (EXIS I TING) E ELECTRICAL (PROPOSED) CB INA A] S `�ITARY SEWER (EXISTING) SS SANITARY SEWER (PROPOSED) STORM DRAINAGE (EXISTING) mmmm=1 S D STORM DRAINAGE (PROPOSED) STORM DRAIN TELEPHONE (EXISTING) T TELEPHONE (PROPOSED) SS WATER (EXISTING) w VVATER (PROPOSED, F 7 Z i53 F, k4 ELL I rl WAN r A CIVIL LEWGIZEND AND ABBREVIATION GENERAL SYMBOLS L - - - - SYMBOL DESCRIPTION SYMBOL DIESCIR1,PTION V too oZ PC 74,F A, WO Z40411?", PATH OF TRAVEL (ADA ACCESS) GV GAS VADVE 1 ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA 122 LF BFP BACK FLOW PREVENTE-R HB t HOSE BIB 74f A r.- k BM BENCHMARK INV INVERT BW BACK OF WALK Mw MONITORING WELL 7 1 mt6f I - CB INA CATCH BASIN SCB m SPRINKLER CONTROL BOX Gil CASTiRON SID STORM DRAIN INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO Cm CONCRETE MASONRY SS SANITARY SEWER CITY L CMP CORRUGATED METAL PIPE Sv SPRINKLER VALVE PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, CO 0 CLEAN OUT TG TOP OF GRATE 139 LF FF FINISH FLOOR TOW TOP OF WALL DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. FG FINISH GRADE TOI TOP OF ISLAND FH il? 'FIRE HYDRANT TC TOP OF CURB 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH FL FLOW LINE Wm WATER METER 2 FS FINISHED SURFACE m 0 WATER VALVE 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT GA GUY WIRE ANCHOR YL YARD LIGHT GP 0/0 GUARD POST DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR Cp __71 (y, x xz,� 7 '777-7171�, 7- j?, A, LINE O� �,�HT��,� .1--i EXISTING CURB AND GUTTER TO BE REMOVED U2 EXISTING SIDEWALK TO BE REMOVED __--i ul EXISTING DRIVEWAY TO BE REMOVED ul EXISTING CURB AND GUTTER TO PROTECT IN PLACE. 11--i ul MATCH EXISTING GRADE. DSAW CUT REMOVE AND REPLACE 2' WIDE A.C. PAVING W/ 2' FULL DEPTH A.C. PAVEMENT, CONSTRUCT NEW COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. 1002, SHT. 2 CONSTRUCT NEW 8" CURB AND GUTTER PER CITY OF FONTANA STD. 1000 CONSTRUCT NEW 8" CURB PER CITY OF FONTANA STD. 1000 CONSTRUCT NEW SIDEWALK PER CITY OF FONTANA STD. 1006 EXISTING ELECTRICAL VAULT TO REMAIN EXISTING TRAFFIC SIGNAL LIGHT TO REMAIN EXISTING TRAFFIC SIGNAL BOX TO REMAIN EXISTING STREET LIGHT TO REMAIN EXISTING POWER POLE TO BE REMOVED, SEE UNDERGROUND PLANS BY SCE. EXISTING STREET SIGN TO REMAIN (17) EXISTING 48" STORM DRAIN EXISTING 21" SEWER MAIN INSTALL NEW 18" RCP STORM DRAIN LINE 20) INSTALL JUNCTION STRUCTURE W/ MANHOLE PER CITY OF FONTANA STD. 3009, CASE I ul INSTALL NEW 4" WATER SERVICE LATERAL F 7_j C - km AAAA/VVV\AAA/V /`A\AAAAA/vVVWv\A/vVVVV\ DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG El U Tj I G 0-, TOLL FREE '1-800-2?7-2600 A PUBLIC '-,'ERVICE BY UNDERGROUND SERVICE ALERI L - - - - 011 S 89*52'47" W STOP V too oZ PC 74,F A, WO Z40411?", A 1 ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA 122 LF STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND 7, 74f A r.- k 191 SE 7 j 4", 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 2 BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ki,% 0.'', �0 ft" 7 1 mt6f I - F 7_j C - km AAAA/VVV\AAA/V /`A\AAAAA/vVVWv\A/vVVVV\ DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG El U Tj I G 0-, TOLL FREE '1-800-2?7-2600 A PUBLIC '-,'ERVICE BY UNDERGROUND SERVICE ALERI L - - - - INTERM BUS S 89*52'47" W STOP 'T' 1 ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA 122 LF 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. 191 SE 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 2 BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 280 LF 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. A? V"Alf DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. 249 LF INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO REV. REVISION DESCRIPTION i i DATE ENGR. CITY L DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANI"�ER, THE CITY ENGINEER MAY REOUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. SEAL -ENGINEER PrE 10''iii, I � 1 11, 0/v No. 62698 V\�xv-6qo- 10 1p pared finder I he _�)upervision Ut- DRM Pao" 41 C '0 Inc. 8200 Kroll Way, #157 Bakersfield, CA 93311 Office: 661-742-0530 DAVID R-. MELLOR R.C.E. 612-698 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, 1.) 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. THE EXISTENCE AND APPROX[MATE LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS WERE DETERMINED BY A SEARCH OF THE AVAILABLE PUBLIC RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UNDERGROUND UTILITIES OR STRUCTURES EXCEPT AS SHOWN ON THIS MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTIL ITIES OR STRUCTURES AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. THE FOLLOWNG COMPANIES HAVE AN INTEREST IN THE EXISTING FACILITIES WITHIN THE LIMITS OF THE PROjECT: PACIFIC BELL CITY OF FONTANA 3939 E. CORONADO ST. ENGINEERING DIVISION ANAHEIM, CA 92807 8353 SIERRA,AVENUE (71-41666-5443 FONTANA. CA 92335 (909)350-6632 SOUTHERN CALIFORNIA GAS CO. SOUTHERN CALIFORNIA EDISON 1981 WEST LUGONIA AVE. 7951 REDWOOD AVE. REDLANDS. CA 92373 FONTANA, CA 92336 (909)335-7547 (909)357--6566 FONTANA WATER COMPANY COMCASt 8440 NUEVO AVENUE 1205 DUPONT AVE. FONTANA. CA 92335 ONTARIO, CA 91761 (9,09 1,822-2201 (909)350-4739 FONTANA UNION WATER CO. CALTRANS - DISTRICT 8 16779 SPRING STREET 247 WEST THIRD STREET FONTANA, CA 92335 P.O. BOX 231 (909)822-2201 EXT.319 SAN BERNARDINO. CA 92402 ENCHROACHMENT PERMIT DEPARTMENT UNDERGROUND ALERT 1-800-422-4133 (909)383-4536 THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT TRIS REQUIREMENT SHALL APPLY CONT1,NUOUSLY AND NOT BE LIMITED TO NORMAL WORKING KOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, A,,N,,D HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY. 'REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF _WORK ON THIS PROJECTo EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 6599 CITRUS AVE. / DR07-01 3/CUP07-015/CUP07-034 STREET IMPROVEMENT PLAN DRAWN BY: SCALE: 1 -20' DESIGNED BY: COVER STREET DATE: ..... . . . .......... _"% J& 1/26/09 CHECKED BY: A P RO V E D 'x/ DRAWING NO.: 37 CITY ENGINEER' RCE 51 152 DATE 4777 3 L - - - - INTERM BUS S 89*52'47" W STOP 'T' 1 ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA 122 LF 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. 191 SE 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 2 BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 280 LF 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. 249 LF 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. 2 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND 110 LF PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON-METk'IC EDITION U'NLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 139 LF 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 1,860 S 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 2 DIVISION OF INDUSTRIAL SAFETY. 2 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 2 OF CALIFORNIA, TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE OTENTIAL EXISTS FOR GROUND MOVEMENT. 3 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 4 10 THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO 2 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 1-8:00-227-2600 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 26 LF TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES 1 WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 39 LF 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 EXISTIN,G SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITROUT PRIOR NOTIF�ICAT46N' TO THE CITY ENGINEER. 17. 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. 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. SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANI"�ER, THE CITY ENGINEER MAY REOUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. SEAL -ENGINEER PrE 10''iii, I � 1 11, 0/v No. 62698 V\�xv-6qo- 10 1p pared finder I he _�)upervision Ut- DRM Pao" 41 C '0 Inc. 8200 Kroll Way, #157 Bakersfield, CA 93311 Office: 661-742-0530 DAVID R-. MELLOR R.C.E. 612-698 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, 1.) 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. THE EXISTENCE AND APPROX[MATE LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS WERE DETERMINED BY A SEARCH OF THE AVAILABLE PUBLIC RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UNDERGROUND UTILITIES OR STRUCTURES EXCEPT AS SHOWN ON THIS MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTIL ITIES OR STRUCTURES AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. THE FOLLOWNG COMPANIES HAVE AN INTEREST IN THE EXISTING FACILITIES WITHIN THE LIMITS OF THE PROjECT: PACIFIC BELL CITY OF FONTANA 3939 E. CORONADO ST. ENGINEERING DIVISION ANAHEIM, CA 92807 8353 SIERRA,AVENUE (71-41666-5443 FONTANA. CA 92335 (909)350-6632 SOUTHERN CALIFORNIA GAS CO. SOUTHERN CALIFORNIA EDISON 1981 WEST LUGONIA AVE. 7951 REDWOOD AVE. REDLANDS. CA 92373 FONTANA, CA 92336 (909)335-7547 (909)357--6566 FONTANA WATER COMPANY COMCASt 8440 NUEVO AVENUE 1205 DUPONT AVE. FONTANA. CA 92335 ONTARIO, CA 91761 (9,09 1,822-2201 (909)350-4739 FONTANA UNION WATER CO. CALTRANS - DISTRICT 8 16779 SPRING STREET 247 WEST THIRD STREET FONTANA, CA 92335 P.O. BOX 231 (909)822-2201 EXT.319 SAN BERNARDINO. CA 92402 ENCHROACHMENT PERMIT DEPARTMENT UNDERGROUND ALERT 1-800-422-4133 (909)383-4536 THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT TRIS REQUIREMENT SHALL APPLY CONT1,NUOUSLY AND NOT BE LIMITED TO NORMAL WORKING KOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, A,,N,,D HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY. 'REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF _WORK ON THIS PROJECTo EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 6599 CITRUS AVE. / DR07-01 3/CUP07-015/CUP07-034 STREET IMPROVEMENT PLAN DRAWN BY: SCALE: 1 -20' DESIGNED BY: COVER STREET DATE: ..... . . . .......... _"% J& 1/26/09 CHECKED BY: A P RO V E D 'x/ DRAWING NO.: 37 CITY ENGINEER' RCE 51 152 DATE 4777 3