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Home My WebLink About3510-1P I,- � "Al MI , I IN 5MAG19 NA. USE&inn GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL (1" MAX SIZE) - GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL FOR PIPE 10' OR GREATER IN DEPTH USE 1/2 CRUSHED STONE BEDDING C`��IJ:l!�11:71@I -314:1 SLOPE OR GREATER OR ADEQUATE SHORING -90% COMPACTED NATIVE BACKFILL 3" MAX SIZE 6" MIN. 8" MAX. z -•- L N LU CL a tAirl �EI0JJ mm 19 r 1I III I 20 ,I;II NOTES: 1. TRENCH WIDTH SHALL BE CONTROLLED TO TOP OF PIPE ZONE 2. TRENCH DEPTHS OF GREATER THAN 5' SHALL HAVE ADEQUATE SHORING 3. CLASS II AGGREGATE BASE ALL TRENCHES LESS THAN 100 FEET IN LENGTH NOTE: COMPACTION SHALL BE 907. IN ALL ZONES UNLESS OTHERWISE SPECIFIED. TRENCH STABILITY SHALL CONFORM TO CAL -OSHA REQUIREMENTS -WCBWTY MAP N.T.S. CONSTRUCTION NOTES ESTIMATE GENERAL NOTES INSTALL 18" RCP (1350-D) 65 LF 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF 24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, O3 - REMOVE EXISTING 18" CMP AND CMP RISER FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE COLOR AND FINISH TO MATCH EXISTING CONCRETE 1 EA STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN 1 EA CONSTRUCT MANHOLE PER APWA STD. PLAN 320-1 BOOK". ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE 25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY 249 LF LATEST EDITION UNLESS OTHERWISE NOTED. WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. O9 _ REMOVE EXISTING MANHOLE 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT 26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING 3 LF DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY 12 INSTALL 24" RCP (1350-D) PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY 1 EA REPORT SAID CONFLICT THE CITY ENGINEER FOR RESOLUTION. CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. PER CITY STD. DWG. 131 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE 27. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE CITY ENGINEER. PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER CONTRACTOR AND INSPECTOR TO HAVE FINAL AND ALL AFFECTED AGENCIES IMMEDIATELY. 4. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS. 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 5. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL APPROVED PRIOR TO PAVING OF STREETS. BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL 30. APPROVED SOIL SIERILANT IS REQUIRED UNDER ALL NEW ASPHALT (909) 350-7610. PAVEMENT PRIOR TO PLACEMENT. 6. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, 31. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS COMPLETION OF PAVING. OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 32. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE 7. ff SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. TIMES. 33. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO 8. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CITY ENGINEER. THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 34. MINIMUM D -LOAD FOR ALL STORM DRAIN RCP IS 1350 9. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE CITY OF FONTM& UT=f NO CATION LIST 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 CITY OF FONTANA S.B.C. INC. THE POTENTIAL FOR GROUND MOVEMENT EXISTS. ATTN: CARLOS NAVARRO ATTN: JANE BLASINGHAM 8353 SIERRA AVENUE 3939 E. CORONADO STREET 10. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC FONTANA, CA 92335 ANAHEIM, CA 92807 (909) 350-6632 (714) 666-5500 RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. SO. CALIF. GAS COMPANY UNDERGROUND SERVICE ALERT 11. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM ATTN: DENNIS FREEMAN (800) 227-2600 AVAILABLE INFORMATION, HOWEVER, R SHALL BE THE RESPONSIBILITY OF 1981 W. LUGONIA AVENUE REDLANDS, CA 92374 COMCAST ( CABLE TV ) THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND (909)35- 47 ATTN: JACKHAYES THE ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER 5 (800) 427-2200 1205 AVE. EMERGENCIEONTARIO, DUPONT PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL 91761 CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO SO. CALIF. EDISON COMPANY (909) 390-4738 WORKING DAYS BEFORE EXCAVATION. 300 N. PEPPER AVENUE RIALTO, CA 92376 N 12. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY 909 ATTN: 820-5598 -UNDERGROUND ATTN: STEVE HOCK COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, 909 875-5100 - TRANSMISSION 1400 E. PHILIPS BLVD. CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, 213 637-1233 - PIPELINES ONTARIO, CA 91766 RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. 909 357-6505 - DISTRIBUTION (800) 422-4133 ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE 800 422-4133 PRIOR TO WORK AROUND THEIR FACILITIES. FONTANA WATER COMPANY CRAWFORD CANYON MUTUAL WATER CO. ATTN: MICHAEL J. McGRAW 13. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR ATTBASIL J. FABRIZIO 8440 NUEVO AVENUE WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. (9099 ) 463-9580 FONTANA CA 92235 CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY (909) 822-2201 FOR VALVE OPERATION AND WATER REQUIREMENTS. FAX: (909) 823-5046 14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT MGM.- E - .WHERE WHEREOTHERWISE NOTED. INDICATES PROPOSED A.C. PAVEMENT 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ® INDICATES REMOVE EXISTING A.C. PAVEMENT ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE - - - INDICATES CENTERLINE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING - - - - INDICATES RIGHT-OF-WAY LINE DURING CONSTRUCTION. - - - - INDICATES EXISTING IMPROVEMENTS 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, o --O STREET LIGHTS MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 'F-DIRECTION OF FLOW (XX+XX ST) INDICATES STREET STATION 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, SHALL BE DONE - - - - INDICATES H.G.L. (HYDRALIC GRADE LINE) BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS O SEWER MANHOLE 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. PRIVATE ENGMMIS NOTICE TO CO CTO: 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES AND BUSINESSES AT ALL TIMES, A MINIMUM 12 FOOT LANE SHALL BE SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, AND EMERGENCY VEHICLES. SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE 19. THE CONTRACTORS SHALL PROVIDE AND MAINTAIN AN EFFECTIVE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. 20. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND WRITTEN APPROVAL. PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER 21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY OF THE CITY INSPECTOR. AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE 22. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. OF THE DESIGN PROFESSIONAL. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS P I,- � "Al MI , I IN 5MAG19 NA. USE&inn GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL (1" MAX SIZE) - GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL FOR PIPE 10' OR GREATER IN DEPTH USE 1/2 CRUSHED STONE BEDDING C`��IJ:l!�11:71@I -314:1 SLOPE OR GREATER OR ADEQUATE SHORING -90% COMPACTED NATIVE BACKFILL 3" MAX SIZE 6" MIN. 8" MAX. z -•- L N LU CL a tAirl �EI0JJ mm 19 r 1I III I 20 ,I;II NOTES: 1. TRENCH WIDTH SHALL BE CONTROLLED TO TOP OF PIPE ZONE 2. TRENCH DEPTHS OF GREATER THAN 5' SHALL HAVE ADEQUATE SHORING 3. CLASS II AGGREGATE BASE ALL TRENCHES LESS THAN 100 FEET IN LENGTH NOTE: COMPACTION SHALL BE 907. IN ALL ZONES UNLESS OTHERWISE SPECIFIED. TRENCH STABILITY SHALL CONFORM TO CAL -OSHA REQUIREMENTS -WCBWTY MAP N.T.S. CONSTRUCTION NOTES ESTIMATE OF QUArfrow INSTALL 18" RCP (1350-D) 65 LF INSTALL 42" RCP (1350-D) 438 LF O3 - REMOVE EXISTING 18" CMP AND CMP RISER 74t LF 4� CONSTRUCT MANHOLE PER APWA STD. PLAN 321-1 1 EA 5�- REMOVE TIMBER BULKHEAD 1 EA CONSTRUCT MANHOLE PER APWA STD. PLAN 320-1 2 E°' 7� INSTALL 36" RCP (1350-D) 249 LF O8 - CONSTRUCT MANHOLE PER APWA STD. PLAN 322-1 1 EA O9 _ REMOVE EXISTING MANHOLE 1 EA 10 REMOVE EXISTING 72" RCP 3 LF 11 REMOVE EXISTING 30" RCP 63 LF 12 INSTALL 24" RCP (1350-D) 36 LF 13 CONSTRUCT JUNCTION STRUCTURE PER APWA STD. PLAN 331-2 1 EA 14 SAWCUT AND REMOVE EXISTING AC PAVEMENT. REPLACE AC PAVEMENT 1415 SF PER CITY STD. DWG. 131 INOTE: TRENCH WIDTH SHOWN ON PLANS ARE TENTATIVE. CONTRACTOR AND INSPECTOR TO HAVE FINAL DECISION ON WIDTH. �i OBTAINED. EWA__ CHANGES MM USE& NISt 23. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE�it1 FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. BASIS OF BEARINGS:` SWALES ENTERING OR LEAVING IMPROVEMENTS. BEARINGS ARE BASED ON THE SOUTH LINE OF THE NORTHEAST ONE-QUARTER I�OAi v c1s 2a� �, �o c OF SECTION 35, T. IN., R.6W., S.B.M. BEING N.89'4711"W AS SHOWN ON TRACT MAP 15655-22, MB. 270/1-3 RECORDS OF SAN BERNARDINO COUNTY o Q REV. REVISION DESCRIPTION DATE ENGR. CITY DATE VENC Prepared By: CITY OF FONTANA CALIFORNIA O 4 SHOULD COAMSTRUCTIM OF REQUIRED PREPARED FOR: s ALLARD ENGINEERING oI? S SH". WROVE>VEM NOT CO CE �� MSF F2 CALIFORNIA LANDINGS SPECIFIC__ LA CALTRANS BENCHMARK N0. 8-17 TC�iO YEARS OF THE DATE OF APPROVAL HOME Civil Engineering -Land Surveying -Land Planning � O � G� BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 343' DRAWN BY: TRACT NO 15655-18SCALE: 801 CORPORATE CENTER DRIVE N 0 HIGHLAND AVENUE, � m At AS NOTED SIO `I'l1T HEREON AND FORTH IN 8253 Sierra Avenue D LIIGF.B1, THE CITY ENGDITEER MAY / 0.2 MI. W/0 Fontana, California 92335 w No. 43976 m STO PL AJ TS ING Q REV. 67, A14MES TR. LML/TTL.E CT. M EARP SUITE 201 SAN SEVAINE ROAD, IN SOUTH CONCRETE BASE ar Ex 6/30/05 DESIGNED BY: DATE: 7 3 d g ? a1 (909) 356-1815 Fax (909) 356-1795 P' ORE REQU iE REVISIONS TO THE PLMS TO POMONA, CA 91768-5641 OF S.C.E. TOWER 19.5; 2.65 MI. W. ALONG '� AE T DEET DECEMBER, 2003 5 WAy & vL> ,uu6N1=s cT. 7ro 0cLrA1, /Eu AVE- BRING THBR INTO CO3"ITO CE TM (909) 802-.1154 HIGHLAND AVENUE FROM SIERRA AVENUE L S � � L�' - Ij c �Q APP D B DRAWING NO.: FAX 909 802-1111 �9T C 1 V t � �� C ECKED BY. At= � ` Z � 1 }',-K Goc # 22178 -0//7223 z�/7/11*5 CO"IDITIONE AND STANDARDS IN EFFECT ( ) *' /� David S. Hammer, A.C.E. 43976 Dat FCF CAL�F� ml &,v � � ,C' J wob f%(Amw& ! Z(r a��1 ELEVATION. 1428.6090 (expires 6/30/2005) 1,, CITY ENGINEER R.C.E. 51152 Filename: M:\DWG\19202\SD\15655-18SDO1.DWG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT