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Home My WebLink About3869-11 ! 4s $. --Uutum (VOTES FORS DAMOVENEW PLANS 1 2 3 4 5 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 44 _ I e UNLESS OTHERWISE NOTED. `1 _ J2. 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 43 20 19 18 17 16 15 14 13 12 11 J IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. / --' 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. -100 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT �! 1 411 1 1 211 22T 5 / 23 24 25 26 27 28 40 -_ 39 38 1 37 36 35 34 33 32 31 30 1IL 7- 0 1 SAIND FLY 141EA� _LEeW ! I ' ! O 9W WkNV 1 !'UTLITY NOTF CATKM 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 UNDERGROUND UTIU71ES OR STRUCTURES SHOWN IN THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING U11UTIES 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 U11UTIES MARKED BEFORE DIGGING. CODVST WTM NOTES f lCONSTRUCT 4" A.C. OVER 12" (MIN.) OF 95% COMPACTED NATIVE SOIL. O2 CONSTRUCT CONCRETE CURB AND GUTTER (6" C.F. PER CITY OF FONTANA STANDARD PLAN NO. 1003). O3 CONSTRUCT STANDARD CROSS GUTTER PER CITY OF FONTANA STANDARD PLAN NO. 104, W-8'. O4 CONSTRUCT 4" THICK CONCRETE SIDEWALK PER CITY OF FONTANA STANDARD PLAN NO. 1015. (WIDTH AND LOCATION PER PLAN) �5 CONSTRUCT CURB RETURN RAMP PER CITY OF FONTANA STANDARD PLAN NO. 1006. O SUPPLY AND INSTALL SREET LIGHT PER STREET LIGHT PLAN. O CONSTRJCT LOCAL DEPRRESSION PER APWA STD. PLAN NO. 313-1, DETAIL ON SHEET 2. OS CONSTRUCT RESIDENTIAL DRIVEWAY WITH W-16'-0" PER CITY OF FONTANA STANDARD PLAN 1005. O9 INSTALL STREET NAME SIGN, STOP SIGN - R1 (AT LOCATION INDICATED ON PLAN) AND POST PER CITY OF FONTANA STANDARD DETAIL 139. BENCHMARK SAN BERNARDINO COUNTY B.M. OF 627, NAVD 88 ELEVATION: 1011.70 FEET \ 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. 9 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES Z DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC 14+6 73 E IWE. EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. JOIN C 4 4 -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 S. 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 A 1/9. SEPARATE PERMIT FOR THAT PURPOSE. 000( MAP 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, SCALE 1 "-100' 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 T0, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CAI -TRANS. 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 SWILL 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 TF'E 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 CML ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS 50,535 SF 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 2710 LF REPLACEMENT OF THE MONUMENT. 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. 618 SF A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CLOSURE AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 12,212 SF 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 2 EA MILES PER HOUR. 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE 7 EA DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 4 EA 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 46 EA 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. 2 EA 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. DIAL BEFORE 1IIIIIIII 0_11 mill 3 I, YOU DIG WeM- 25. THE FINAL 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, CLEANr.JT 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. 0 JUdJRUPA AVE u L VILLAGE oR. CASCARA CT mm wWRIJOw PRO= mm PTY N.T.S. THOMAS BROTHERS MAP REFERENCE SAN BERNARDINO AND RIVERSIDE COUNTY 2003 EDITION PAGE 644, F-4 WE Da. am WE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT PLAN PREPARED BY: CITY OF FONTANA, CALIFORNIA i AND AIATIESo COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL � R. ll VAN D8 CIVIL GINE�ERSS NW0, STREET IMPROVEMENT PLAN o SURVEYORS LAND PLANNERS 1 SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, W Z DRAWN BY: NMH SOUTHRIDGE VILLAGE': SCALE: I � No. 024725 17801 CARTWRIGHT ROAD SHONrJ o0 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Exp.12/31/05 * IRVINE CA 92614 (949) 474-1400 oEs�c•IED BY: oAAS CT 14243 S BRING THEM INTO CONFORMANCE WITH CONDITIONS AND `� VIS �CHECKED BY JYVW A Y TIT4.1 SHEET os -os -2005 0F CPQ �� v- DRArMtdG NO.: DRG 1 n` STANDARDS IN EFFECT. DONALD R. GORDON R.C.E. 24725 DATE7 3869 5 ITY EN ER R.C.E. 51152 ATE: x d V' 4 REC0RDI)RAW.T*5,S F:�EPUe Sy BASIS OF BEAROVGS •• W MAPOLE d P -:AYES, INr. THE BEARING OF N 89'34'47" W FOR THE SOUTH LINE ; � '° ..._ _ RECORD ORMAINIG OF THE SOUTHWEST ONE-QUARTER OF SECTION 36 rr� TOWNSHIP 1 SOUTH, RANGE 6 WEST, AS SHOWN ON THESE �EcoRD �I�p�,-` �,, S HAVE BEE. ARai, PART, GN THE BASIS OF I FORMATION TRACT 13613 IN BOOK 204 PAGES 19-22 OF THE C 'ED A.,%,THE FURNISHED BY OTHER:,-,. THIS:ENGINFER WILL NOT BE OFFICIAL RECORDS OF SAN BERNARDINO COUNTY. RESPONSIBLE FOR ANY ERRORS OR OMISSIO"4S t','tICp HAVE BEEN INCOR?C-!*Fh INTO THE DOCUIVEN"r, q/ Q8 AS A AWULTTHEREOF. UMITY AGENCES OWWR TEN -NINETY, A CALIFORNIA CITY OF FONTANA SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT LIMITED PARTNERSHIP 8353 SIERRA AVE 825 E. THIRD STREET 470 E. HARRISON STREET FONTANA CA 92335 SAN BERNARDINO, CA 92408 CORONA, VA 92879 TELEPHONE (909) 350-7610 (909) 383-1665 APPLICANT/DEVELOPER THE GAS COMPANY -- DISTRIBUTION FACILITIES 16231 VALLEY PACIFIC TELEPHONE AND TELEGRAPH COMPANY 3 BLVD. 3073 ADAMS STREET FIESTA DEVELOPMENT FONTANA, CA 92335 RIVERSIDE, CA 92504 w 470 E. HARRISON STREET TELEPHONE (889-9711) OR (800) 422-4133 (714) 359-2585 OR (800)422-4133 '- CORONA, CA 92879 '`.. o 1 THE GAS COMPANY -- TRASMISSION DEPARTMENT F TANA WATER -COMPANY o BREA, CA 92621 440 NUEVO AVENUE TELEPHONE (909) 529-2889 OR (800) 422-4133 - I�.Oa BOX 987 0 O FONTANA, CA 923J4 .-1 SOUTHERN CALIFORNIA EDISON COMPANY .P09) 822-2201 _ o 7951 REDWOOD AVENUE v~i FONTANA, CA 92336 GENERAL TELEPHONE COMPANY CINI 357-6231 (SO. OF MERRILL) 245 N. MOUNTAIN AVENUE (909) 357-6223 (NO. OF MERRILL) PC MONA, CA 91766 cn Q (800) 422-4133 (213) 357-2257 OR (800)422-4133 a_ WE Da. am WE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT PLAN PREPARED BY: CITY OF FONTANA, CALIFORNIA i AND AIATIESo COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL � R. ll VAN D8 CIVIL GINE�ERSS NW0, STREET IMPROVEMENT PLAN o SURVEYORS LAND PLANNERS 1 SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, W Z DRAWN BY: NMH SOUTHRIDGE VILLAGE': SCALE: I � No. 024725 17801 CARTWRIGHT ROAD SHONrJ o0 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Exp.12/31/05 * IRVINE CA 92614 (949) 474-1400 oEs�c•IED BY: oAAS CT 14243 S BRING THEM INTO CONFORMANCE WITH CONDITIONS AND `� VIS �CHECKED BY JYVW A Y TIT4.1 SHEET os -os -2005 0F CPQ �� v- DRArMtdG NO.: DRG 1 n` STANDARDS IN EFFECT. DONALD R. GORDON R.C.E. 24725 DATE7 3869 5 ITY EN ER R.C.E. 51152 ATE: x d