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Home My WebLink About2213-1GENERAL NOTES I . STORM DRAIN MANHOLES SHALL BE CONSTRUCTED TO 6" BELOW PAVEMENT GRADE AND ARE TO BE RAISED TO GRADE BY THE PAVING CONTRACTOR AFTER THE PLACING OF FINAL PAVEMENT. 2 . STORM DRAIN APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WHITH THESE PLANS AND THE STANDARD SPECIFICATIONS AND STANDARD DRAWINGS OF THE CITY OF FONTANA. 3. THE ENGINEER SHALL PROVIDE THE CITY OF FONTANA ENGINEERING DIVISION WITH AS BUILT PLANS BASED ON AS BUILT INFORMATION SUPPLIED BY THE CONTRACTOR. 4. THE STORM DRAIN CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR LOCATING AND PROTECTING FROM DAMAGE, ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES, SHOWN OR NOT SHOWN ON THESE PLANS. 5. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO START ANY WORK WITHIN THE CITY LIMITS. 6. THE STORM DRAIN CONTRACTOR SHALL VERIFY IN THE FIELD THE ELEVATION OF EXISTING FLOWLINE OF STORM DRAIN LOCATED IN PLUMARIA DRIVE THE STORM DRAIN CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCY BEFORE BEGINNING CONSTRUCTION OF UPSTREAM PIPES. 7. STATIONING REFERS TO THE CENTERLINES OF STORM DRAINS EXCEPT WHERE OTHERWISE NOTED. 8. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. 9. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAS BEEN PLACED, INSPECTED AND APPROVED. 10. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS. II. 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 EXAMINATION. INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 12. THE CONTRACTOR (S) SHALL ALSO OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE II ABOVE FROM CAL/OSHA. 13. CONTRACTOR SHALL REPAIR, CLEAN AND UNPLUG EXISTING STORM DRAIN FACILITIES BEFORE MAKING CONNECTIONS OR STARTING SYSTEM INTO SERVICE. UTILITY NOTIFICATIONS WATER: FONTANA WATER COMPANY w I a 16803 SPRING STREET FONTANA, CA. 92335 w a (7.14) 822-2201 (CONTACT MR. AL KROHN) SEWER: CITY OF FONTANA, ENGINEERING SERVICES L.F 8353 SIERRA AVENUE DRAIN MANHOLE PER SAN BERNARDINO COUNTY FONTANA, CA. 92335 (7 14) 350-761Q (CONTACT PROJECT MANAGER) POWER: SOUTHERN CALIFORNIA EDISON COMPANY 208 , FOR X, Y AND V SEE PROFILE (SEE SHEET 3) 3 7951 REDWOOD AVE. Y O FONTANA, CA. 92336. U CONTACT MR. AL STEWART STANDARD DETAIL NO. 121 1 (714) 357- 6231. GAS: THE GAS COMPANY. w P.O. BOX 3003, MAIL LOCATION 8031 w R EDLANDS, CA. 92373-0306 J CONTACT MR. KEN SOVERNS m (714) 335-7 750, (800) 624-2497. TELEPHONE: PACIFIC BELL 3073 ADAMS STREET EA RIVERSIDE, CA. 92504. CATCH BASIN TYPE 'W' PER SAN BERNARDINO CONTACT MR. TOM YORK ( 714) 359-2520. PRIVATE ENGINEERS NOTICE TO CONTRACTOR STORM DRAIN IMPROVEMENT GENERAL NOTES (CONTINUES ) 14. IF DURING CONSTRUCTION, GROUND WATER IS ENCOUNTERED, A SYSTEM APPROVED BY THE CITY ENGINEER SHALL BE INSTALLED TO DEWATER SAID AREA AT THE DIRECTION OF THE SOILS ENGINEER. 15. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY IS INSPECTOR. 16. ALL EXPOSED METAL SURFACES SHALL BE GALVANIZED IN ACCORDANCE WITH THE CITY STANDARD SPECIFICATIONS. 17. ALL DISTANCES, MEASUREMENTS, AND PIPE LENGTHS ARE IN THE HORIZONTAL PLANE, CORRECTION FOR PIPE SLOPE IS THE RESPONSIBILITY OF THE CONTRACTOR. 18. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY ALL QUANTITIES NEEDED TO COMPLETE CONSTRUCTION. 19. EXISTING UNDERGROUND UTILITIES ARE AS PER THE AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE. FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD. 20. IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT OR DIKE OR CURB AND/ OR GUTTER THE CONTRACTOR SHALL DILIGENTLY PURSUE THAT PORTION OF WORK TO COMPLETION. 21. ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 22. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION, STANDARD DETAIL 129. 23. CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE SPECIFICATIONS, SEE NOTE NO. 2 HEREON, AND WHERE THERE IS OR MAY BE A CONFLICT SHALL IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT TO THE OWNER'S REPRESENTATIVE. 24. ALL BACKFILL TO BE CERTIFIED BY SOILS ENGINEER. 25. CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE ON EXISTING WATER LINES 26. IF EXISTING UTILITIES OR OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, WORK SHALL STOP AND THE ENGINEER NOTIFIED IMMEDIATELY. 27. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 28. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORKING AROUND THEIR FACILITIES. 29. BACKFILL MATERIALS TO HAVE A S.E. OF 30 (Mim) AND MINIMUM COMPACTION OF 90%. 30. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY'S `INSPECTOR. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPE OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APROXIMATE 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 PLANS. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSABILITY 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 LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARM LES FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. AUTHORIZED CHANGES_ AND _ USE CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND APPROVED BY THE CITY. RIVERSIDE BLUEPRINT - RIVERSIDE, CALIF. UNDERGROUND SERVICE ALERT: IMPORTANT NOTICE. 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 FREE 1-800-422-4133 TWO WORKING DAYS BEFORE YOU DIG. PLANS IVIIL.L.L. FA H V L. IVV" INDEX MAP SCALE: I"= 150' SyJ4 No. " Exp.-"- 53/. �9 C, vi Of L%L�� HIGHLAND BASELINE AVENUE wVROAD w a a PROJECT SITE o� a w FOOTHILL BLVD. (ROUTE 1 30 ) Y 0 w = BASELINE ROAD MILLER AVENUE H IGHWAY w a w I a uj a w w a 1-.F OINSTALL 30if RCP, 1500-- D 574 L.F u.l DRAIN MANHOLE PER SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT STANDARD DETAIL a 208 , FOR X, Y AND V SEE PROFILE (SEE SHEET 3) 3 Ix Y O Y 0 U a D STANDARD DETAIL NO. 121 1 w w >_ 2 w �- w U J = m (( U CO. FLOOD CONTROL STANDARD DETAIL N° 2-D 193 SAN BERNARDINO AVENUE VICINITY MAP yrs. CONSTRUCTION NOTES AND ESTIMATED QUANTITIES NOTE QUANTITIES SHOWN ARE FOR PERMIT PURPOSES ONLY: CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OWN ESTIMATE FOR BIDDING AND SHALL BID A COMPLETE JOB. CONTRACTOR SHALL ALSO ADVISE OWNER AND ENGINEER OF ANY APPARENT DISCREPANCIES IN ESTIMATES, PRIOR TO COMMENCING Q�aFESS/p CONSTRUCTION. co��y� NfAwa � &5OCIQ'r6s -2-01 No. 62183 N m /400/ Cf,►uN S`T. STE . Z07 ; cG E T -30 -OS ;oIQAIVC.Y40 C4lC4MtAl�, CA. * "p' # CIV1k. ITEM QUANTITY OINSTALL 18" RCP, 1500-D 74 1-.F OINSTALL 30if RCP, 1500-- D 574 L.F OSTORM DRAIN MANHOLE PER SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT STANDARD DETAIL 208 , FOR X, Y AND V SEE PROFILE (SEE SHEET 3) 3 EA. OCONSTRUCT CATCH BASIN PER CITY OF FONTANA STANDARD DETAIL NO. 121 1 EA. O5 REMOVE EXISTING C.S.P. RISER 81 JOIN I EA. O6 INSTALL 24" RCP, 1500-D 88 Lf 7 CONSTRUCT JUNCTION STRUCTURE N0.4 PER LOS ANGELES CO. FLOOD CONTROL STANDARD DETAIL N° 2-D 193 (SEE SHEET 3) I EA OCONSTRUCT CATCH BASIN TYPE 'W' PER SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT. STANDARD DETAIL N° 206, 'Y'= 7' OR 21', SEE PLAN (SEE SHEET 3) 3 EA. OSEAL END OF PIPE WITH, BRICK 8 MORTAR, 8"MIN. THICKNESS -1 EA. 10 REMOVE AND REPLACE A. C. PAVEMENT AS NECESSARY FOR THE CONNECTION TO THE STORM DRAIN PER CITY OF FONTANA STANDARD DETAIL N° 131 - 30 S. F I i CONTRUCT LOCAL DEPRESSION TYPE A PER SAN BERNARDINO COUNTY ROAD DEPARTMENT STANDARD DETAIL 203 B (SEE SHEET 3) 304 S.f= NOTE QUANTITIES SHOWN ARE FOR PERMIT PURPOSES ONLY: CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OWN ESTIMATE FOR BIDDING AND SHALL BID A COMPLETE JOB. CONTRACTOR SHALL ALSO ADVISE OWNER AND ENGINEER OF ANY APPARENT DISCREPANCIES IN ESTIMATES, PRIOR TO COMMENCING Q�aFESS/p CONSTRUCTION. co��y� NfAwa � &5OCIQ'r6s -2-01 No. 62183 N m /400/ Cf,►uN S`T. STE . Z07 ; cG E T -30 -OS ;oIQAIVC.Y40 C4lC4MtAl�, CA. * "p' # CIV1k.