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Home My WebLink About2940-1GENERAL 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 CONSTRUCTIONS ("GREEN BOOK'). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2. WHEN A TECHNICAL CONFFLLICT 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 N THE PUBLIC RIGHT OF WAY WHITHOUT OBTAINING A 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, LANSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER. SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILLITY 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. STATIOINING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER 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 SURVEY 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 OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE 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 RQUIRED 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 SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 28. NO CONCRETE SHALL BE PLACED UNTIL 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. 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 ROUGH GRADING. 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 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. 302.7 302.1 CITY OF FONTANA UTILITY NOTIFICATION LIST CITY OF FONTANA PACIFIC BELL CO. ATTN: CARLOS NAVARRO ATTN: VIRGINIA BECKER 8353 SIERRA AVENUE 3939 E.CORONADO STREET FONTANA, CA 92335 ANAHEIM, CA 92807 (909) 350-6632 (714) 666-5467 SO. CALIFORNIA GAS COMPANY COMCAST (CABLE TV) ATTN: ALAN KESELOFF ATTN: JACK HAYES 16231 VALLEY BLVD. 1205 DUPONT AVENUE FONTANA, CA. 92335 ONTARIO, CA. 91761 335-7781 EMERGENCIES: 909) 390-4777 X 3055 (800) 427-2200 Lo MODIFIED RADII GENERAL TELEPHONE COMPANY SO. CALIFORNIA EDISON COMPANY ATTN: STEVE HOCK ATTN: JAIME AMESZCUA 1400 E. PHILLIPS BLVD. (909) 357-6581 ONTARIO, CA. 91766 7951 REDWOOD AVE. IMPROVEMENTS FONTANA, CA. 92335 L0 - UNDERGROUND FONTANA WATER COMPANY 909 820-5137 - TRANSMISSIONS ATTN: AL KROHN 1909820-5598 213 637-1233 - PIPELINES 8440 NUEVO AVENUE 909 357-6589 - DISTRIBUTION FONTANA, CA 92335 8001 422-4133 (909) 822-2201 X 323 FAX: (909) 823-5046 CRAWFORD CANYON MUTUAL WATER CO. ATTN: BILL VANDERKIEFT, JR. (619) 868-6040 UNDERGROUND SERVICE ALERT (800) 227-2600 PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE 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 DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS- IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. Lo Ki EXIST. C&G T U m O N O rr o + r Ln ECR cl�I 0 U to � II ,L_ o cy_ O 1- rfj N :' t� 0O + � SAWCUT r-0 & REMOVE IQ I i - CONST. LIN. I -0.57%- VICINITY MAP NOTES OP PROTECT IN PLACE OR RELOCATE REMOVE 0.82% U EXIST. (R/W PROP. R/W - r_ i b\ I m N IN 303.55TC 302 8 F8 L C/L R/W R/W EX T. PR P. 60' 9 10' 13' 15' 13' 8' EXIST. TOR MAIN GRIND & NEW IMPROVEM NTS jC pER OVERLAY 6' 2, pN A ? 4 EXIST. CURB TO TO BE REMOVED 1.629;_39; 1 619; 1 859, 8 u PROP. SIDEWALK 9 PROP. CURB AT TURN POCKET BASELINE AVENUE TYPICAL SECTION STA 62+11 TO 67+89 T.I. = 9-10.5 0 NEW A.C. CONSTRUCTION NOTES r J (SEE GEN. NOTES 31 & 32) LL. .. O_CONSTRUCT 8" CURB WITH 18" O NO.1003 G)_ CONSTRUCT 4" P.C.C. SIDEWALK , N O_CONSTRUCT ACCESS RAMP PER CITY STD. DWG. NO. 1006 r7 Lo MODIFIED RADII T-CONTRUCT P.C.C.. CROSS GUTTER PER CITY STD. DWG. NO. 104, MODIFIED TO 10' WIDE (D -CONSTRUCT 1 " MINIMUM VARIABLE THICKNESS A.C. OVERLAY 9�GRIND EXISTING A.C. PAVEMENT - 1" MINIMUM 10 SAWCUT & REMOVE EXISTING IMPROVEMENTS r- L0 o CITY STD. DWG. NO. 1007 CONST. DEPRESSED CURB FACE i b\ I m N IN 303.55TC 302 8 F8 L C/L R/W R/W EX T. PR P. 60' 9 10' 13' 15' 13' 8' EXIST. TOR MAIN GRIND & NEW IMPROVEM NTS jC pER OVERLAY 6' 2, pN A ? 4 EXIST. CURB TO TO BE REMOVED 1.629;_39; 1 619; 1 859, 8 u PROP. SIDEWALK 9 PROP. CURB AT TURN POCKET BASELINE AVENUE TYPICAL SECTION STA 62+11 TO 67+89 T.I. = 9-10.5 0 NEW A.C. CONSTRUCTION NOTES 1tDCONSTRUCT 6.5" A.C. PAVEMENT (MIN.) OVER 12", 95% COMPACTED NATIVE MATERIAL (SEE GEN. NOTES 31 & 32) 2O—CONSTRUCT 5" A.C. OVER 8" AGGREGATE BASE O_CONSTRUCT 8" CURB WITH 18" GUTTER PER CITY OF FONTANA STD. PLAN NO.1003 G)_ CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD. DWG. NO. 1015, "W" PER PLAN O_CONSTRUCT ACCESS RAMP PER CITY STD. DWG. NO. 1006 O_CONTRUCT DRIVEWAY APPROACH PER CITY OF FONTANA STD. DWG. NO.102-C, MODIFIED RADII T-CONTRUCT P.C.C.. CROSS GUTTER PER CITY STD. DWG. NO. 104, MODIFIED TO 10' WIDE (D -CONSTRUCT 1 " MINIMUM VARIABLE THICKNESS A.C. OVERLAY 9�GRIND EXISTING A.C. PAVEMENT - 1" MINIMUM 10 SAWCUT & REMOVE EXISTING IMPROVEMENTS 11 REMOVE EXISTING AC BERM 12 CONSTRUCT ACCESS RAMP PER CITY STD. DWG. NO. 1007 CONST. DEPRESSED CURB FACE ONLY QUANTITY 1,890 S.F. 1,200 S.F. 120 L.F. 1540 S.F. 2 EA. 545 S.F. 1,165 S.F. 3,080 S.F. 3,080 S.F. 281 L.F. 475 L. F. 1 EA. J U J U -)O 0 0 00 00 4 ' 20' 20' �k .ti .gat La m j RECORD D I NG DRIV WAY,(; -�E'At,..._ . �I�I�I~I Bi=1�¢{�''A PAfiT, ON TIT BASIS OF 04FOR � 1ION (. 0 ANLy FURNISHED BY OTHERS. THE ENGII' eF CROSS GUTTER DETAIL RESPONSIBLE FOR ANY ERROzl, NOT 43E R c�I�alss;Icsnls THIGH �r� # 361 HAVE BEEN INCORPORAiEi� INTO THE DOCUMENTS AS BASIS OF BEARING BENCH MARK: SCALE: 1"=10' SPIKE IN NORTH FACE OF PP A RESULT THEREOF. "_ , Tuc R�epirir_ nr Ki Aa•��'zn" w Ai noir_ RecCi iriC �-----•--..-..`.«. r - O I cD N z I z g w Ir In w z w a w z I w In Q m J:\126-1307\STREET\TITLEsht.dwg, 10/26/2001 11:33:01 AM, FS