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HomeMy WebLinkAbout4313-81 VALLEY AVE J[ ii A VALLEY AVE CITY OF FONTANA JURUPA AVENUE I - IO FREEWAY I - I 0 FREEWAY p 411 . . �/ UNION PACIFIC R4 SLOVE$ AV SLOVER AV SEWER IMPROVEMENT PLANS GENERAL NOTES > > Q > IPII a a > a a a > a > > a < a > I . ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, I6. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, 34. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED 'a a a THE CITY OF FONTANA STANDARD PLANS, STANDARD PLANS INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND AND APPROVED PRIOR TO PAVING OF STREETS. SANTA ANA AV SANTA ANA AV FOR PUBLIC WORKS CONSTRUCTION (APWA) , THE CONTRACT BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL }' PROVISIONS AND THE STANDARD SPECIFICATIONS FOR ENGINEER OR LICENSED LAND SURVEYOR. SURVEY 35. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW m a z o >- o o " m N w m 0 PUBLIC WORKS CONSTRUCTION ( "GREEN BOOK" ) . ALL MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF ASPHALT PAVEMENT PRIOR TO PLACEMENT. W m < a a z ce 3 o w _i a m m a W a. FONTANA - m Q Z F- Z p W p W J z - W REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR J J W v a R = W > z m W 0 Q ~ a a_ Z - Q D a D - a] J 0 a` - W a_ W >- D N THE LATEST EDITION UNLESS OTHERWISE NOTED. SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO 36. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES m C, m > a J = a �' J 0 - a CONSTRUCTION SO THAT T IES TO MONUMENTS CAN BE SHALL BE RAISED TO F I N I SHED GRADE BY THE PAVING I r / / �„ '7/% del ( �I ✓•%,/%%////%i ////% /_ A %�/_,A�__ :��� 1- 2. 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. CONTRACTOR UPON COMPLETION OF PAVING. �j�� i%///////i✓ CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY JURUPA AV REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN I7. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL 37. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL BOOK" , THE CONTRACTOR SHALL IMMEDIATELY REPORT RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE THE ION 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE EMERGOENCYRUCTVEHICCLESREA FOR RESIDENTS AND CITY TRAFFIC ENGINEER. PROJECT PROJECT APPROVAL OF THE CITY ENGINEER. 38. AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR 18. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD LOCATION PROJECT LOCATION 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE DRAWINGS TO THE CITY ENGINEER. CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, WATERING, AT ALL TIMES. LOCATION ENGINEERING DIVISION PRIOR TO THE START OF ANY 39. BACKWATER CHECK VALVES TO BE INSTALLED UNDER A VICINITY MAP WORK. INSPECTION COORDINATION SHALL BE REQUESTED 19. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED SEPARATE BUILDING DIVISION PERMIT. (S U P P. PLAN SET AT LEAST TWO WORKING DAYS PRIOR TO THE START OF MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO NTS DWG N O. 1583) ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT LIMITS. CALL (909) 350-7610. OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. CITY OF FONTANA, UTILITY NOTIFICATION LIST 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE 20. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR CITY OF FONTANA 8353 AT & T. ENGINEERING STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, APPROVAL OF THE CITY INSPECTOR. SIERRA AVENUE ATT: SUSAN MORGAN CONSTRUCTION NOTES ESTIMATE OF QUANTITIES LATEST NON-METRIC EDITION UNLESS OTHERWISE DIRECTED FONTANA, CA 92335 3939 E. CORONADO STREET BY THE CITY TRAFFIC ENGINEER. 21 . A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL (909) 350-6632 ANAHEIM, CA 92807 COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY (714) 666-5401 O SAWCUT REMOVE, AND REPLACE EXISTING ASPHALT CONCRETE PAVEMENT 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR SHALL REQUIRE RE-WORKING OF THAT PORTION OF THE SO. CALIF. GAS COMPANY 1981 PER SPPWC STD. PLAN No. 133- I . DIMENSION PER PLAN. 6630 S. F. TO MAINTAIN BARRICADES, DELINEATORS OR OTHER WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. W. LUGONIA AVENUE UNDERGROUND SERVICE ALERT TRAFFIC CONTROL DEVICES AT ALL TIMES. REDLANDS, CA 92374 (800) 422-4133 0 BREAKING INTO EXISTING MANHOLE PER SPPWC STD PLAN No. 208- I . 6 E. A. 22. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, (909) 335-7547 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. EMERGENCIES: (800) 427-2200 COMCAST (CABLE TV) © CONSTRUCT 8 " VITRIFIED CLAY PIPE (VCP) EXTRA STRENGTH SEWER MAIN. 7, 200 L. F. EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY 1205 DUPONT AVE. GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION REQUIRE TEMPORARY NON-ERODABLE SWALES ENTERING SO. CALIF. EDISON COMPANY ONTARIO, CA 91761 O4 CONSTRUCT 4 ' DIAMETER PRECAST CONCRETE SEWER MANHOLE OFINDUSTRIAL SAFETY. OR LEAVING IMPROVEMENTS. 300 N. PEPPER AVENUE (909) 390-4738 PER SPPWC STD. PLAN No. 200-2. 24 EA. RIALTO, CA 92376 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN 23. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN (909) 820-5598 - UNDERGROUND VERIZON © CONSTRUCT HOUSE CONNECTION SEWER PER SPPWC STD PLAN No. 222- I , TYPE A. FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, GRADE, COLOR AND FINISH TO MATCH EXISTING (909) 875-5100 - TRANSMISSION 1400 E. PHILIPS BLVD. 4313 ) 810 L. F. SLOPING OF THE GROUND OR OTHER APPROVED MEANS CONCRETE. (213) 637- 1233 - PIPELINES ONTARIO, CA 91766 4 " (DWG NO. PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF (909) 357-0505 - DISTRIBUTION (800) 422-4133 4 " (DWG N . 1583 ) 1 , 040 L. F. INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. 24. IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE (800) 227-2600 6" (DWG NO. 1583) 110 L. F. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE CONTRACTOR SHALL PROVIDE A TERMINAL CLEANOUT AT THE FONTANA WATER COMPANY 8" (DWG NO. 2162) 60 L. F. GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE ADELPHIA 1500 S. AUTO 8440 NUEVO AVENUE MOVEMENT. DOWNSTREAM MANHOLE, SEE CITY OF FONTANA STANDARD CENTER DRIVE FONTANA CA 92235 DETAIL FOR TERMINAL CLEANOUT. ONTARIO, CA 91761 (909) 822-2201 O6 -CONSTRUCT SEWER TERMINAL CLEAN OUT STRUCTURE PER SPPWC STD PLAN No. 204-0. 6 EA. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE (714 ) 666-5500 FAX: (909) 823-5046 PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE 25.SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL 0 INSTALL SEWER CAP. SIZE PER ADJACENT PIPE. 4 " (DWG NO. 4313) 53 EA. PERMIT FOR THAT PURPOSE. AND SPIGOT OR BAND SEAL TYPE VITRIFIED CLAY PIPE I . E. U. A. (CBMWD) 4 " (DWG NO. 1583) i 8 EA. (V. C. P. ) EXTRA STRENGTH CLASS AND SHALL CONFORM TO ATT: LISA MUNOZ 6" (DWG NO. 1 583) 2 EA. 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN THE PROVISIONS OF THE ASTM DESIGNATION C700 FOR V. C. P. 6075 KIMBALL AVE. I EA. DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, CHINO, CA 91708 8 " (DWG NO. 2162) IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 26. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE (909) 993- 1522 TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. O8 REMODEL EXISTING SEWER MANHOLE-BASES PER CITY OF FONTANA STD PLAN 6 EA. ELEVATION OF ANY EXISTING UTILITIES, AND TO No. 2003. MANHOLE BASE CASE PER PLAN. EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERE 27. SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS TSOE. THE RV ICE CAOLERTAATO 1 -800-227 -2600L TTWODWORKOI NGDDAYS DEFLECTIONS I ONSSHALL BE EDI NAAL I GNMOENTLE. WALLS TO ALLOW FOR M I NOR PRIVATE ENGINEER'S NOTICE TO CONTRACTOR: O9 CONSTRUCT BLANKET PROTECTION FOR PIPE PER SPPWC STD PLAN N0. 225- 1 BEFORE EXCAVATION. (FOR EXISTING PIPES CROSSED OVER BY A NEW PIPE) . 13 EA. 28. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES II . THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH EXISTING FACILITIES, AND VERIFY ELEVATION AND AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A 10 CONSTRUCT SEWER CHIMNEYS PER SPPWC STANDARD PLAN NO. 220-2 ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE CASE II . INVERT ELEVATION PER PLAN. 20 EA. TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, SO LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT . CONSTRUCT SEWER HOUSE CONNECTION LATERAL PER SPPWC STANDARD RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR PLAN NO. 223. I , CASE A. SIZE AND INVERT ELEVATION PER PLAN. 450 L. F. AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN 29. ALL 4 " HOUSE LATERALS SHALL BE INSTALLED AT A 2% IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD SEE DETAIL SHEET 90. THEIR FACILITIES. ENGINEER. OR NOT SHOWN ON THESE PLANS. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH I2. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT 30.TERMINATE ALL 4 " HOUSE SEWER LATERALS 3 FEET INSIDE GENERALLY ACCEPTED CONSTRUCTION PRACTICES, HE WILL BE REQUIRED UNDERGROUND STRUCTURES OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY THE LOT WITH A PLUG 12 " BELOW THE GROUND SURFACE. WHEN TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE PUBLIC UTILITY EASEMENTS EXIST NEXT TO THE STREET CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND RIGHT OF WAY, THE LATERAL SHALL TERMINATE 3 FEET INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED WATER REQUIREMENTS. INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT. REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH 13. STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT 31 .THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OFFURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY WHERE OTHERWISE NOTED. THE CURB AT THE LOCATION OF THE SEWER LATERAL. HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES 14. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY 32. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL. NOT REPORTED TO THE UNDERSIGNED AND/OR NOT INDICATED ON THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL THE PUBLIC RECORD EXAMINED, OR LOCATED AT VARIANCE WITH THE RESPONNSIIBLOTHE E FOR THENPRESEES. THE CONTRACTOR ERVATION OF BENCHMARKSALL ANDBE NOTIFY THE IMMEDIATELY. UNAUTHORIZED AND ALL AFFECTED AGENCIES UNAUTHORIZED CHANGES AND USES: TAKEIDUELIC RECORDS ECAUTAIONARY� MEASURTHE OESTTOCTOR IS PROTECTRTHURED TO HEIUTILITIES CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. AND/OR STRUCTURES SHOWN, AND ANY OTHER UTILITIES AND/OR 33. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR STRUCTURES FOUND AT THE CONSTRUCTION SITE. IT SHALL BE THE 15. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. CONTRACTOR' S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT APPROVED. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED UTILITIES AND/OR STRUCTURES INVOLVED BEFORE STARTING WORK. PRIOR NOTIFICATION TO THE CITY ENGINEER. BY THE PREPARER OF THESE PLANS. Q ti REV. REVISION DESCRIPTION DATE ENGR. CITY DATE Prepared Under The Supery I s 1 on Of : CITY OF FONTANA, CALIFORNIA I LL��a Do , 0„:-7.7"J-70:;* - -i SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT "" "r{bs' JURUPA AVENUE STREET IMPROVEMENTS :.�,-� , COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL 'A 1''`~ 4 ••` / / it ' �� DRAWN BY: AAAMAANNAMWANAMAI1 VIA / -1� b WILLIAM OUNG SCALE: 11 - ' , SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, l �iNli.1,''A� , ;, . w �. cI5715 m WA SEWER PLAN I 40 PREPARED BY: DIAL tti.11 ‘ TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO �l;�I�;�1 Exp. DESIGNED BY: DATEBEFOREDAYS BEFORE BRING THEM INTO CONFORMANCE WITH CONDITIONS • �. ? civic ,'� AGD MULBERRY AVENUE TO SIERRA AVENUE12/05/2007 HDR ENGINEERING, INC. YOU DIG � / YOU DIG BRING Tor 9� 8 I AND STANDARDS I N EFFECT. ; y e of cAvF° CHECKED BY: APPROVED DRAWING NO.: 2280 MARKET STREET, SUITE 100 TOLL FREE 1-800-227-2600 Date : 12/05/07 WFY ,4"%A,` �� �^��-�-�J �3/�6�� RIVERSIDE, CA. 92501 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT - 4 3 13 47 CITY ENGINEER R.C.E. 51152 DATE: \\ora-filsrvOl\ustnproj\200093\003\project_drawings\sewers\200093s01.dgn 12/6/2007 2: 54: 48 AM DFLTUSER