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Home My WebLink About3877-1I 18 17' i 16 1 15 j 14 13 i 12 UTILITY NOTIFICATIONS TRACT NO. 16110 INDEX MAP SCALE 1"=100' 11 3 4 5 6 - O2 2 �Y.:k.c I I r 18 17' i 16 1 15 j 14 13 i 12 UTILITY NOTIFICATIONS TRACT NO. 16110 INDEX MAP SCALE 1"=100' 11 SAFETY RESPONSIBILITY 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 THE REQUIREMENTS 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. EXISTING UNDERGROUND STRUCTURES THE EXISTENCE AND LOCATION OF ANY UNDE=RGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. THE CONTRACTOR SHALL CALL DIGALERT AND HAVE ALL UTILITIES MARKED BEFORE DIGGING. CONSTRUCTION NOTES QUANTITIES 10 CONSTRUCT 4" MIN. A.C. OVER 12" MIN. COMPACTED (95%) NATIVE SOIL 536 TONS O2 CONSTRUCT CONCRETE CURB AND GUTTER (6" C.F. PER CITY �Y.:k.c LF OF FONTANA STANDARD DETAIL 1003). O3 NOT USED O4 CONSTRUCT 4" THICK CONCRETE SIDEWALK WIDTH (W=4.0') AND 63 p LOCATION PER PLAN & PER CITY STD. 1015. O5 CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA 2 EA STANDARD 1006. 10 O6 53.1 4 EA OF FONTANA STD. PLAN NO. 1016 AND PER STREET LIGHTING PLAN. U7 CONSTRUCT LOCAL DEPRESSION PER APWA STD. PLAN 313-1 WITH 2 EA CASE B, N=5.0' & L=6.0'. DETAILS AND STD. PLAN ON SHEET 2. O8 CONSTRUCT RESIDENTIAL DRIVEWAY WITH W=16'-0" PER CITY 19 EA I OF FONTANA STANDARD PLAN 1005. 9� SAWCUT AND JOIN EXISTING AC PAVING AS SHOWN PER 104 LF SAFETY RESPONSIBILITY 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 THE REQUIREMENTS 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. EXISTING UNDERGROUND STRUCTURES THE EXISTENCE AND LOCATION OF ANY UNDE=RGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. THE CONTRACTOR SHALL CALL DIGALERT AND HAVE ALL UTILITIES MARKED BEFORE DIGGING. CONSTRUCTION NOTES QUANTITIES 10 CONSTRUCT 4" MIN. A.C. OVER 12" MIN. COMPACTED (95%) NATIVE SOIL 536 TONS O2 CONSTRUCT CONCRETE CURB AND GUTTER (6" C.F. PER CITY 1135 LF OF FONTANA STANDARD DETAIL 1003). O3 NOT USED O4 CONSTRUCT 4" THICK CONCRETE SIDEWALK WIDTH (W=4.0') AND 63 CY LOCATION PER PLAN & PER CITY STD. 1015. O5 CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA 2 EA STANDARD 1006. O6 SUPPLY & INSTALL LIGHTING FOR LOCAL_ STREETS PER CITY 4 EA OF FONTANA STD. PLAN NO. 1016 AND PER STREET LIGHTING PLAN. U7 CONSTRUCT LOCAL DEPRESSION PER APWA STD. PLAN 313-1 WITH 2 EA CASE B, N=5.0' & L=6.0'. DETAILS AND STD. PLAN ON SHEET 2. O8 CONSTRUCT RESIDENTIAL DRIVEWAY WITH W=16'-0" PER CITY 19 EA OF FONTANA STANDARD PLAN 1005. 9� SAWCUT AND JOIN EXISTING AC PAVING AS SHOWN PER 104 LF DETAIL "A" ON SHEET 2. 10 SUPPLY AND INSTALL TRAFFICE SIGN, TYPE R1 1 EA r 11 SUPPLY AND INSTALL BLUE TWO-WAY REFLECTIVE RAISED 2 EA PAVEMENT MARKER BASIS OF BEARINGS: THE BASIS OF BEARINGS IS BASED UPON THE CENTERLINE OF JURUPA AVENUE PER TRACT NO. 16110, RECORDED IN BOOK 283, PAGES 13 THROUGH 17, OF MAPS, RECORDS OF SAN BERNARDINO COUNTY RECORDER, BEING N 89'06'36" W. BENCHMARK SAN BERNARDINO COUNTY B.M. OF 627, NAVD 88 ELEVATION: 1011.70 FEET TOLL FREE '"WEN"1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 0 CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS TRACT NO. 17021 GENERAL NOTES FOR STREET IMPROVEMENT PLANS 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 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 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 Qj,HAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT 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, 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. 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 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 SURVEYCONTROL, 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 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CLOSURE 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, MILD, 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. a a wQ U Q > m > W w O Q J S m W d U JURUPA 11 AVE 11 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. LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE DETERMINED 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 GEOTECHNICAL 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. cc s H0. H RECORD SRA INGS PREPARED BY MADOLE stASSOCIATES, INC. RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PFFPARED, IN PART, ON THE BASIS OF !NFORMATION COWPILED AND FURNISHED 6Y OTHERS. THE: ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS A RESULT THEREOF. REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT QROFESSIpN COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL0 R GO,A�Fy c, SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, W arn r No. 024725 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Exp.12/31/05 * BRING THEM INTO CONFORMANCE WITH CONDITIONS AND �q�F CIVIL OF CP�� NO-REC.- REC. pM/G, STANDARDS IN EFFECT. TEN -NINETY, A CALIFORNIA LIMITED PARTNERSHIP 470 E. HARRISON STREET CORONA, CA. 92879 UTILITY AGENCIES TEN -NINETY, A CALIFORNIA LIMITED PARTNERSHIP 470 E. HARRISON STREET CORONA, CA. 92879 CITY OF FONTANA 8353 SIERRA AVE FONTANA CA 92335 TELEPHONE (909) 350-7610 SO.CALIF GAS COMPANY -- DISTRIBUTION FACILITIES 16231 VALLEY BLVD. FONTANA, CA 92335 TELEPHONE (889-9711) OR (800) 422-4133 SO.CALIF GAS COMPANY -- TRANSMISSION DEPARTMENT BREA, CA 92621 TELEPHONE (909) 529-2889 OR (800) 422-4133 SOUTHERN CALIFORNIA EDISON COMPANY 7951 REDWOOD,itAVENUE FONTANA, CA 92336 (909) 357-6231 (SO. OF MERRILL) (909) 357-6223 (NO. OF MERRILL) (800) 422-4133 VICINITY MAP NO SCALE VAN DELL AND ASSOCIATES, INC. 17801 CARTWRIGHT ROAD IRVINE, CA 92614 TEL (949) 474-1400 FAX (949) 261-8482 SAN BERNARDINO COUNTY FLOOD CONTOL DISTRICT 825 E. THIRD STREET SAN BERNARDINO, CA 92408 (909) 383-1665 PACIFIC TELEPHONE AND TELEGRAPH COMPANY 3073 ADAMS STREET RIVERSIDE, CA 92504 (714) 359-2585 OR (800)422-4133 FONTANA WATER COMPANY 8440 NUEVO AVENUE P.O. BOX 987 FONTANA, CA 92334 (909) 822-2201 GENERAL TELEPHONE COMPANY 245 N. MOUNTAIN AVENUE POMONA, CA 91766 (213) 357-2257 OR (800)422-4133 PLAN PREPARED BY: VAN DELL AND ASSOCIATES, NC. CIVIL ENGINEERS SURVEYORS LAND PLANNERS DRAWN BY: 17801 CARTWRIGHT ROAD TWH 'A IRVINE CA 92614 (949) 474-1400 DESIGNED BY: UNDER TM % PMV9" OR DJH CHECKED BY: C - l 7 G_5 Mw►/BNT DRG 0 LD R. GORDON R.C.E. 24725 DATE f CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS SOUTHRIDGE VILLAGE TRACT 17921 LOT 1 TO 19 ITL.15SHEET R BY: / / _ 5 TY ENGINEER R.C. .51152 ATE: SCALE: AS SHOWN DATE: 06-06-05 DRAWr NO.: 1 3877 I 3 s w .4 CD Lei I= E P09 Ln 0 0 co 00 _U N r- u� z LiJ Lo 0 NON n� w n U 0