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HomeMy WebLinkAbout3389-1CITY OF FONTANA GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA 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. 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 BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 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. 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. --5. -THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 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 DIVISION OF INDUSTRIAL SAFETY. 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 OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING SEPARATE PERMIT FOR THAT PURPOSE. 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO 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 1-800-227-2600 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 TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 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 CITY 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 EXISTING MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, 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 OF TWO 12 -FOOT LANES 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. 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 CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL 28. NO CONCRETE SHALL BE PLACED UN11L 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. TOLL FREE 1-800-227-2600 REV. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT , id I ., I - I I CITY OF FONTANA GENERAL NOTES CONT'D 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 THE ROADWAY SUBGRADE. 32. ACTUAL THICKNESS of A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SEC11ONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROADWAY SUBGRADE 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, 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. 37. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING DUST CONTROL, STORMWATER RUNOFF CONTROL AND EROSION CONTROL MEASURES FOR THE PROJECT IN ACCORDANCE WITH THE SPECIFICATIONS AND CITY PERMIT REQUIREMENTS. a 01gWINC7 PLA 015 5141 S, O �-_+ REVISION DESCRIPTION "yelFN � MGM DATE I ENGR. 1 CITY I DATE sm #10 F"ON A C ��y Orr N A 5 CITY 15 GPS PROJECT FONTA OF F SITE WILSON AVE BEECH AVE SUMMIT AVE VICINITY MAP N.T.S. SUMMIT A , V INDEX MAP SCALE: 1"=1 50' CITY OF FONTANA._ UTILITY NOTIFICATION LIST SAN, GABRIEL VALLEY WATER CO. CITY OF FONTANA SEWER bearings PO BOX 6010 9�F Z FONTANA, CA 92335 8440 NUEVO AVE (626) 448-6183, ext 251 ATTN: CARLOS NAVARRO the Northerly (626) 582-1575 fax Z> "41 W W a �`' ATTN: BRIAN SNOWDEN O 0 O W 0 ADELPHIA (CABLE TV) Q J h_ �„ W Q REDLANDS, CA. 92374-9720 STREET STA. 544+95.67 TO 548+00.x, PO BOX 1299 v 549 EAST SIERRA MADRE AVE (909) 335-7734 V) m EMERGENCIES: (800) 427-2200 4 (626) 969-7911 ATTN: BAZIL FABRIZO ATTN: LERONE HEARN HIGHLAND 210 STREET STA. 559+00.00 TO 62+00.00 AVE 7951 REDWOOD AVE 6 VICINITY MAP N.T.S. SUMMIT A , V INDEX MAP SCALE: 1"=1 50' CITY OF FONTANA._ UTILITY NOTIFICATION LIST SAN, GABRIEL VALLEY WATER CO. CITY OF FONTANA SEWER bearings PO BOX 6010 8353 SIERRA AVE EL MONTE, CA 91734-2010 FONTANA, CA 92335 8440 NUEVO AVE (626) 448-6183, ext 251 ATTN: CARLOS NAVARRO the Northerly (626) 582-1575 fax (909) 350-6632 (714) 666-5514 . 3 1 ATTN: LUIS MONTENEGRO (909) 822-2201 ATTN: BRIAN SNOWDEN o fr 2 1 DES SOUTHERN CALIFORNIA GAS COMPANY ADELPHIA (CABLE TV) a � F 3 SAN; GABRIEL VALLEY MUNICIPAL 1981 W. LUGONIA AVE 1500 AUTO CENTER DRIVE WATER DISTRICT REDLANDS, CA. 92374-9720 STREET STA. 544+95.67 TO 548+00.x, PO BOX 1299 ATTN: MIKE FISHER 549 EAST SIERRA MADRE AVE (909) 335-7734 CRAWFORD CANYON MUTUAL WATER CO. AZUSA, CA 91702-1299 EMERGENCIES: (800) 427-2200 4 (626) 969-7911 ATTN: BAZIL FABRIZO ATTN: LERONE HEARN (626) 969-7397 fax SOUTHERN CALIFORNIA EDISON COMPANY STREET STA. 559+00.00 TO 62+00.00 ATTN: DARIN J KASAMOTO 7951 REDWOOD AVE 6 FONTANA, CA 92335 (909)356-1815 THE METROPOLITAN WATER DISTRICT ATTN: JAIME AMESZCULA OF SOUTHERN CALIFORNIA' (909) 357-6581 700 NORTH ALAMEDAST' (909) 820-5598 UNDERGROUND 7 LOS ANGELES, CA PO BOX 54153 (909) 820-5137 TRANSMISSIONS (760) 245-0330 LOS ANGELES, CA 90054-0153 (213) 637-1233 PIPELINES (909) 776 7,2-64 (909) 357-6589 DISTRIBUTION ATTN: JOE MIRONE (800) 422-4133 INDEX OF SHEETS SBC/PACIFIC BELL COMPANY The basis of bearings FONTANA WATER COMPANY 3939 E CORONADO ST SHEET No. DESCRIPTION 8440 NUEVO AVE ANAHEIM, CA 92807 N the Northerly quarter FONTANA, CA 92335 (714) 666-5514 . 3 1 TITLE SHEET (909) 822-2201 ATTN: BRIAN SNOWDEN o fr 2 SECTIONS, QUANTITIES & DETAILS (909) 823-5046 FAX ADELPHIA (CABLE TV) a � F 3 ATTN: AL KROHN 1500 AUTO CENTER DRIVE o� STREET STA. 544+95.67 TO 548+00.x, ONTARIO, CA 91761 LOCAL DEPRESSION DETAILS CRAWFORD CANYON MUTUAL WATER CO. (909) 975-3341 4 STREET STA. 548+00.00 TO 559+00.00 ATTN: BAZIL FABRIZO ATTN: LERONE HEARN 5 STREET STA. 559+00.00 TO 62+00.00 (909)463-9580 OR DENNIS ALLARD VERIZON 6 LYTLE CREEK ROAD STA. 212+00.00 TO 218+00.00 (909)356-1815 MOJAVE BLDG. "A" VICT 9 ICTORVILLE, CA- 92392 7 STREET STA. 62+00.00 TO 68+18.00 (760) 245-0330 ATTN: FRANK AUGUSTAIN 8 HORIZONTAL CONTROL PLAN AND DETAILS 9 DETAILS 10 DETOUR PLAN IMPROVEMENT PLAN REFERENCES EXISTING STREET IMPROVEMENT PLANS PER DWG NO. 2799 AND 3033 FUTURE STREET IMPROVEMENT PLANS PER DWG NO. 3211 PROPOSED SEWER IMPROVEMENT PLANS PER DWG NO. 3390 EXISTING SEWER IMPROVEMENT PLANS PER DWG NO. 2799 FUTURE SEWER IMPROVEMENT PLANS PER DWG NO. 3212 EXISTING STORM DRAIN IMPROVEMENT PLANS PER DWG NO. 3210 PROPOSED STORM DRAIN IMPROVEMENT PLANS PER DWG NO. 3391 FUTURE STORM DRAIN IMPROVEMENT PLANS PER DWG NO. 3213 PROPOSED TRAFFIC SIGNAL AND INTERCONNECT IMPROVEMENT PLANS PER DWG NO. 3394 1WET 0 - RECORD z 0 U N M 0 U 0 z W PRIVATE ENGINEER'S NOTICE TO CONTRACTORS 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 THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE AGENCY AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILTY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE AGENCY OR THE ENGINEER. UNDERGROUND UTILITIES & STRUCTURES THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. "CAUTION: THE ENGINEER PREPARING THESE ,PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUR-tORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS." BENCH K: The Bench Mark for this project is Caltrans BM #8-17. It is described as a Brass Cap in the concrete base of the South leg of on SCE tower 343' North of Highland, 0.2 mi West of San Sevaine Rd., 2.65 mi West of Sierra Ave. Elevation is 1428.609 feet. BASIS OF BEARINGS: SHOULD CONSTRUCTION OF THE REQUIRED CITY QF F©N I ANA, C1 AL1IA E QROFESS/p�H01 & k0relinan IMPROVEMENTS NOT COMMENCE WITHIN TWO ��000 SCNM,Fo�F` Inc'j • STREET ROVE ENT PLAN o& YEARS OF THE DATE OF APPROVAL SHOWN HEREON V A Civil Engineering - Planning Surveying - Public WorksLIL DRAWN BY: SCALE: W AND CARRIED FORTH IN A DILIGENT MANNER, THE W Q 1<�,"37167 ' 9130 Anaheim PI., Ste. 120 -Rancho Cucamonga, CA 91730.909-484-9090 MPK S�,JrT AVENUE NSA N * Exp. 06/3G/06 DESIGNED BY: TITLE SHEET DATE: o CITY ENGINEER MAY REQUIRE REVISIONS TO THE * PREPARED UNDER SUPERVISION OF: sq crvi� �� MPK EMCH A /TO L � JULY 2004 PLANS TO BRING THEM INTO CONFORMANCE WITH '�oF CA��Fo�`' %� � T. ty 16, 2ooV CHECKED BY. APPROVED a :. DWG. NO.: Z a STANDARDS IN EFFECT. D. TODD SCHMIEDER R.C.E. 37167 DATE: RLB�'' DATE:7l��d 1 3 338 o v 100 The basis of bearings for these plans is the line between the NW Cor. Sec. 25, R6W, T1 N (Pt. 61) and N the Northerly quarter cor. of said Sec. 25 (pt 84).Said . 3 bearing is N 89'44'05" E as shown on RS 30/58-60. o fr a � F o� o> SHOULD CONSTRUCTION OF THE REQUIRED CITY QF F©N I ANA, C1 AL1IA E QROFESS/p�H01 & k0relinan IMPROVEMENTS NOT COMMENCE WITHIN TWO ��000 SCNM,Fo�F` Inc'j • STREET ROVE ENT PLAN o& YEARS OF THE DATE OF APPROVAL SHOWN HEREON V A Civil Engineering - Planning Surveying - Public WorksLIL DRAWN BY: SCALE: W AND CARRIED FORTH IN A DILIGENT MANNER, THE W Q 1<�,"37167 ' 9130 Anaheim PI., Ste. 120 -Rancho Cucamonga, CA 91730.909-484-9090 MPK S�,JrT AVENUE NSA N * Exp. 06/3G/06 DESIGNED BY: TITLE SHEET DATE: o CITY ENGINEER MAY REQUIRE REVISIONS TO THE * PREPARED UNDER SUPERVISION OF: sq crvi� �� MPK EMCH A /TO L � JULY 2004 PLANS TO BRING THEM INTO CONFORMANCE WITH '�oF CA��Fo�`' %� � T. ty 16, 2ooV CHECKED BY. APPROVED a :. DWG. NO.: Z a STANDARDS IN EFFECT. D. TODD SCHMIEDER R.C.E. 37167 DATE: RLB�'' DATE:7l��d 1 3 338 o v 100