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Home My WebLink About1555-11 INDEX MAP 6RsE U,Ut~ -AVENUE LF 4''wl�t2 L-P.TEa� 98 LF O3 c oN�c2L1c�r- t..t�!-1oc.,� Pte. ST,o.�►oori� �� z. rz w �t�-,tvJE �c�STr►•L'� �•G. P�trtC�J� 270 SF O5 G ol.1�f'R�'T 3 Pel �!� oJEy2 I - G of -t P.TE� t� �TI�IE l ? O C4vt-4ST P,LAc,T T5:IZ M 1 t`i ALr MA�1 4ot,5 t7E9 ,:17TXQ DA jzV 114- C -A S EA a mILLER AVt~NOE P JECT y� rLOCATIOM d; J � V `Av�1U F�(7YH I L L E a w s4urN qn F- U VAC IPIC VAILROAD r -r-1 ARROW MUTE VICINITY MAP RIVERSIDE BLUEPRINT - RIVERSIDE, CALIF. SEWER IMPROVEMENT TRACT 13719 v PLANS ENGINEERS ESTIMATE OF QUANTITIES IAF_QC'RIDTICIAI r%1 1 A AITITV 1 11kalTc► 0 g„ �. c. >? �J�-� r -t► n1 * USED FOR ESTIMATE OF QUANTITIES PURPOSES ONLY. FINAL DESIGN SHALL BE PERFORMED BY THE SOILS , ENGINEER AFTER GRADING,OPERATIONS ARE COMPLETED. BENCHMARK ' CITY OF FONTANA 383 -PK NAIL IN POWER POLE #1329208E 100' WEST OF INTERSECTION OF CITRUS AND FOOTHILL BENCHMARK ELEVATION 1296.97 T.B.M. STREET PL,p,►N AND PROFILE TR 10415 CITRUS AVENUE DRAWING NO 925 SHEET 3 OF 3 B.M. #179 CHISLED "X" IN NORTH CURB RETURN NORTHWEST CORNER CITRUS AVENUE AND FOOTHILL AVENUE ELEVATION 1297.438 O �ROfESSIO MELVIN W. ' TlATCH ER ill cc No,017 j 9 VIL s�glEticlNEERlNG GENERAL NOTES 1. THE CONSTRUCTION OF ALL .PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD SPECIFICATIONS, PUBLIC WORKS DEPARTMENT, CITY OF FONTANA. REFER TO DEFINITIONS AND TERMS IN CITY STANDARD SPECIFICATIONS. 2. EXCAVATION AND CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. 3. STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE OTHERWISE NOTED. 4. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS. 5. LOCATIONS OF PUBLIC UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION. HOWEVER, IT. SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO bftERMINE THE TRUE LOCATION AND ELEVATION IN THE FIELD OF ANY EXISTING UTILITIES AND TO EXERCISE PROPER. PRECAUTIONS - TO AVOID INJURY OR DAMAGE THERETO. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT FOR UTILITY LOCATION BEFORE EXCAVATION AT 1-800-422-4133. 6. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE -(5) FEET IN DEPTH SHALL ALSO BE- GUARDED WHEN EXAM I NAT I.ON INDICATES HAZARDOUS'GROUND MOVEMENT MAY BE EXPECTED. 7. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 6,ABOVE FROM CALIFORNIA STATE DIVISION. OF INDUSTRIAL -SAFETY. SEE STANDARD SPECIFICATIONS FOR PUB.LIC WORKS CONSTRUCTION SECTION 306-1.1.6. 8. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED 6 INCHES BELOW FINISHED GRADE BY SEYJER. CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 9. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCA'T'ION STANDARD DETAIL 129. 10. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE. THE CONTRACTOR TO CONSTRUCT THE WORKS TO THE PLAN GRADES.. 11. AS -BUILT DRAWINGSS SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY OF FONTANA. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESETTING OF ANY SURVEY MONUMENTS, STREET CENTERLINE MONUMENTS, OR BENCHMARKS WHICH ARE DISTURBED DURING CONSTRUCTION WHETHER THEY ARE SHOWN .ON THE PLANS OR NOT. 13. CHIS. X SHALL BE PLACED ON THE CURB OVER LOCATIONS OF SEWER LATERALS BY THE SEWER CONTRACTOR. 14. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE HORIZONTAL LOCATION AND VERTICAL ELEVATIONS OF ALL UTILITY CROSSINGS FOR ALL UTILITIES_ CONSTRUCTED PRIOR TO THE SEWER. ANY DISCREPANCIES SHALL BE MADE IN WRITING TO THE OWNER. PRIOR TO CONSTRUCTION. NOTE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS 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. 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 THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE CITY, THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPT FROM. LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. __, --M-- a ,� IjiiiPOR A6' T NOT ICE Section 4216/4217 of the Government Code requires a Dig Alert Identification Number be issued before a -permit to Excavate" will be valid. For your Dig Alert I.D. Number Call Underground Service Alert TOLL F11E.I? 1-800"422-4133 Two working days t)etore You dit, 1805 LF 4''wl�t2 L-P.TEa� 98 LF O3 c oN�c2L1c�r- t..t�!-1oc.,� Pte. ST,o.�►oori� �� z. 11 EA �t�-,tvJE �c�STr►•L'� �•G. P�trtC�J� 270 SF O5 G ol.1�f'R�'T 3 Pel �!� oJEy2 I - G of -t P.TE� t� �TI�IE 270- S F O C4vt-4ST P,LAc,T T5:IZ M 1 t`i ALr MA�1 4ot,5 t7E9 ,:17TXQ DA jzV 114- C -A S EA * USED FOR ESTIMATE OF QUANTITIES PURPOSES ONLY. FINAL DESIGN SHALL BE PERFORMED BY THE SOILS , ENGINEER AFTER GRADING,OPERATIONS ARE COMPLETED. BENCHMARK ' CITY OF FONTANA 383 -PK NAIL IN POWER POLE #1329208E 100' WEST OF INTERSECTION OF CITRUS AND FOOTHILL BENCHMARK ELEVATION 1296.97 T.B.M. STREET PL,p,►N AND PROFILE TR 10415 CITRUS AVENUE DRAWING NO 925 SHEET 3 OF 3 B.M. #179 CHISLED "X" IN NORTH CURB RETURN NORTHWEST CORNER CITRUS AVENUE AND FOOTHILL AVENUE ELEVATION 1297.438 O �ROfESSIO MELVIN W. ' TlATCH ER ill cc No,017 j 9 VIL s�glEticlNEERlNG GENERAL NOTES 1. THE CONSTRUCTION OF ALL .PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD SPECIFICATIONS, PUBLIC WORKS DEPARTMENT, CITY OF FONTANA. REFER TO DEFINITIONS AND TERMS IN CITY STANDARD SPECIFICATIONS. 2. EXCAVATION AND CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. 3. STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE OTHERWISE NOTED. 4. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS. 5. LOCATIONS OF PUBLIC UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION. HOWEVER, IT. SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO bftERMINE THE TRUE LOCATION AND ELEVATION IN THE FIELD OF ANY EXISTING UTILITIES AND TO EXERCISE PROPER. PRECAUTIONS - TO AVOID INJURY OR DAMAGE THERETO. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT FOR UTILITY LOCATION BEFORE EXCAVATION AT 1-800-422-4133. 6. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE -(5) FEET IN DEPTH SHALL ALSO BE- GUARDED WHEN EXAM I NAT I.ON INDICATES HAZARDOUS'GROUND MOVEMENT MAY BE EXPECTED. 7. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 6,ABOVE FROM CALIFORNIA STATE DIVISION. OF INDUSTRIAL -SAFETY. SEE STANDARD SPECIFICATIONS FOR PUB.LIC WORKS CONSTRUCTION SECTION 306-1.1.6. 8. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED 6 INCHES BELOW FINISHED GRADE BY SEYJER. CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 9. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCA'T'ION STANDARD DETAIL 129. 10. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE. THE CONTRACTOR TO CONSTRUCT THE WORKS TO THE PLAN GRADES.. 11. AS -BUILT DRAWINGSS SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY OF FONTANA. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESETTING OF ANY SURVEY MONUMENTS, STREET CENTERLINE MONUMENTS, OR BENCHMARKS WHICH ARE DISTURBED DURING CONSTRUCTION WHETHER THEY ARE SHOWN .ON THE PLANS OR NOT. 13. CHIS. X SHALL BE PLACED ON THE CURB OVER LOCATIONS OF SEWER LATERALS BY THE SEWER CONTRACTOR. 14. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE HORIZONTAL LOCATION AND VERTICAL ELEVATIONS OF ALL UTILITY CROSSINGS FOR ALL UTILITIES_ CONSTRUCTED PRIOR TO THE SEWER. ANY DISCREPANCIES SHALL BE MADE IN WRITING TO THE OWNER. PRIOR TO CONSTRUCTION. NOTE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS 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. 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 THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE CITY, THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPT FROM. LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. __, --M-- a ,� IjiiiPOR A6' T NOT ICE Section 4216/4217 of the Government Code requires a Dig Alert Identification Number be issued before a -permit to Excavate" will be valid. For your Dig Alert I.D. Number Call Underground Service Alert TOLL F11E.I? 1-800"422-4133 Two working days t)etore You dit,