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Home My WebLink About2792-1TRACT NO, 15864 33 SEE SHEET 3 VICINITY MAP / gt' 22 NO SCALE / 35 21 23 24 / 19 3m .0120 R/W R GENERAL CONSTRUCTION NOTES 50' 37 t87, I I- 7. 1.ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT 17 8 7 6 5 - CL f PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. • g 4 4.5' 3 / I I 18' 18' 4.5' I 38 16 2.CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISION PRIOR TO THE 2FS AT CL 0.03' START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE 11 START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL 909 350-7610. t5 _ 1 BELOW TC 1 ( ) 1� 3.THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATERMAINVALVES. CONTRACTOR SHALL 39 12 iR ' 1 2x 2� - - - COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. MIN 4' CLEARANCE REQUIRED :... ....., ..,� ::.. •.:....:.: ti= ...:• : • . 40 13AROUND ANY OBSTRUCTIONS 4 ? 4.CURVE DATA REFERS TO THE FACE OF CURB. 14 53 INCLUDING TREE WELLS, POWER 52 54 POLES, FIRE HYDRANTS AND 2 2 &STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. '� 41 O / 55 O MAILBOXES. 6.ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED, AND APPROVED PRIOR TO PAVING OF STREETS. �?p� 51 56 /Av 7.THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE 4ISTING U 2 \� \ J THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY TILITIEMH 4#4 49 50 57 * CXONTACT UNDERGROUND TSERVICEEXERCISE ALLERT AT 1-800-227-2600 800 227-2600 TWO WORKING DAYS BEFORE THE CONTRACTOR SHALL N AND TO AVOID DAMAGE � 58 BE ORE EXCAVATION. 43 TYPICAL SECTION ALL INTERIOR STREET &ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE 48 NO SCALE PAVING CONTRACTOR. 44 / T.L-5.5 * EXCEPT FOR GOLD NRAIN DRIVE AT INTERSECTION WITH LIVE OAK AVE 9.THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, 47 AND RED GUM LANE, SEE SECTION BELOW 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. 45 10.AS-BUILT DRAWINGS SHALL PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE 46 RECORD DRAWINGS TO THE CITY ENGINEER. i 11.TYPE, 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. RAN R W 12.WHEN CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE. RESOLVED BY REFERENCE SEE SHEET 2 60' TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 10'10, CL -- 13.APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. ��/ /� 4.5' 20, 20. 4.5' ' INDEX MAP 14.ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. SCALE 1" 100' FS AT CL 0.01' 15.NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND ABOVE TC 1 APPROVED. MIN 4' CLEARANCE REQUIRED •- - - - _ - - 2% _ - - _ - _ - - _2� - _ - - 16.THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY AROUND ANY OBSTRUCTIONS SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION /;1 / •' > •, ` •' �' OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE POLES, FIRE HYDRANTS AND INCLUDING TREE WELLS, POWER " `' 4 GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. MAILBOXES. 2 2 17.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. TYPICAL SECTION 18.NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. RED GUM LANE 19.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 GOLDENRAIN DRIVE AT INTERSECTION WITH LIVE OAK VENUE APPROVAL NO SCALE 20.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONSTRUCTION NOTES AND ESTIMATED QUANTITIES T.I.=6.5 CONTROL AT ALL TIMES. O21.A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY CONSTRUCT 4" A.C. OVER 12" COMPACTED (95�) NATIVE SOIL 89,500 SF SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY HAS BEEN OBTAINED. CONSTRUCT CONCRETE CURB AND GUTTER (6" C.F. PER CITY 3,832 LF 22.ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. OF FONTANA STANDARD DETAIL 101). 23.ADEDQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO O CONSTRUCT STANDARD CROSS GUTTER AND SPANDRELL PER CITY 3,010 SF CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF OF FONTANA STANDARD DETAIL 104. MODIFIED TO 10' WIDE BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. O4 CONSTRUCT 4" THICK CONCRETE SIDEWALK WIDTH AND 10,224 SF 24.CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. LOCATION PER PLAN do PER CITY STD. 105A Q UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAT REQUIRE TEMPORARY NON-ERODEABLE SWALES 'ENTERING OR O CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA 8 EA RECORD DRAWINGSLEAVING IMPROVEMENTS. STANDARD 104-A. PREPAREDBY: n 25.THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCHMARKS WITHOUT "/ PRIOR NOTIFICATION TO THE CITY ENGINEER. LIGHT -SEE STREET GHT-SEE SHEET 4 FOR WATTAGE. 16 EA UNDERGROUND SERVICE ALERT I ns Thiehnsnn. RCB 25742 26.REMOVAL AND REPLACEMENT OF EXIS57ING SURVEY CONTROL. INCLUDING SURVEY MONUMENTS MONUMENT TIES AND 170 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STANDARD 58 EA CALL TOLL FREE BENCHMARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAID SURVEYOR. SURVEY MONUMENTS 102 W=16' TO BE FIELD LOCATED. 1-800 �O 0 ' �" 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 O 22 -2600 T LACAM ENGIIVEERS LATER REPLACEMENT OF THE MONUMENT. 8 REMOVE EXISTING CURB AND GUTTER AND SIDEWALK. 265 LF 221 S. GaswH Stt+OCt TWO WORKING DAYS27.PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY F E YOU DIG CAS ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. O9 CONSTRUCT CATCH BASIN PER CITYSTD PLAN 121. "W" AS SHOWN, 3 EA ' (714) 744-9700 MODIFY LOCAL DEPRESSION FOR 6' LENGTH IN LIEU OF 2'. 28.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 O" RCP 2000-D. 189 LF SAFETY RESPONSIBILITY CONSTRUCT 24 UTILITY NOTIFICATIONS UPON COMPLETION OF ROUGH GRADING. 10 O FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS RESPONSIBILITY 29.THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 " PROJECT. CONTRACTOR NCLUDNNGSS �ATMH�SHALL ASSUME SOLE AND COMPLETE RESPON CITY OF FONTANA FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CLOSURE AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 11 CONSTRUCT 18 RCP 2000-D 41 LF i ALL PERSONS AND PROPERTY. THAT THE 8353 SIERRA AVE GENERAL TELEPHONE COMPANY REQUIREMENTS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL FONTANA CA 92335 245 N. MOUNTAIN AVENUE 30.N0 MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT PRIOR APPROVAL OF THE WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD TELEPHONE (909) 350-7610 POMONA. CA 91766 12 CONSTRUCT MANHOLE PER APWA STD PLAN 321-1. 2 EA THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR (213) 357-2257 OR (800)422-4133 INSPECTOR. 31.THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE ALLEGED, IN .CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, SO.CALIF GAS COMPANY -- DISTRIBUTION FACILITIES SEWER LATERAL. VALLEY BLVD. SAN BERNARDINO COUNTY FLOOD CONTOL DISTRICT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR 162162TANA, CA 92335 825 E. THIRD STREET 32.THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE THE ENGINEER. TELEPHONE (889-9711) OR (800) 422-4133 SAN BERNARDINO, CA 92408 WATERING, AT ALL TIMES. EXISTING UNDERGROUND STRUCTURES (909) 383-1665 SO.CAUF GAS COMPANY -- TRASMISSION DEPARTMENT 33.THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES' DESCRIBED IN THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES 2191 BIRCH STREET PACIFIC TELEPHONE AND TELEGRAPH COMPANY THE "W.A.T.C.H. MANUAL% LATEST EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. SHOWN IN THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO BREA, CA 92621 3073 ADAMS STREET 34.UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES AND THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS TELEPHONE (909) 529-2889 OR (800) 422-4133 RIVERSIDE. CA 92504 OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL i (714) 359-2585 OR (800)422-4133 PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER SOUTHERN CALIFORNIA EDISON COMPANY 35.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. AND IS RESPONSIBLE FOR 7951 REDWOOD AVENUE FONTANA WATER COMPANY CONTROL DEVICES AT ALL TIMES. THE PRO-FONTANA, CA 92336 8440 NUEVO AVENUE TECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. ` THE CONTRACTOR (909)) 357-6231 (SO. OF MERRILL) P.O. BOX 987 36.ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER SHALL CALL DIGALERT AND HAVE ALL UTILITIES MARKED BEFORE DIGGING. (909) 357-6223 (NO. OF MERRILL) FONTANA, CA 92334 HOUR. ((((800))) 422-4133 (909) 822-2201 37.CONTRACTOR SHALL RELOCATE AND/ OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. BENCHMARK REVISIONS Engineer's City Date PREPARED BY: Thielmann Q CITY OF FONTANA No• Approval A royalS 952.17 Engineers Drawn By. Scale: .BENCHMARK: 918.40 221 s cLAssELL ST No 25742 SOUTHRIDGE VILLAGE ORANGE, CA 92866 Exp 12-31-20M GTT RA' AS SHOWN 1 (714) 744-9700, FAX (714) 744-9312 * * Designed By. T " `�T 58 Date: SPIKE ON POWER POLE NM674320E AT J K v 3�99 JTr STREET IMPROVEMENT PLANS Nov. `19, 1999 INTERSECTION JURUPA AVE AND MULBERRY CIVIC-' fZFCDI`tD �RAWIIJ6 JENS THIELMANN DATE Checked By. Dwg. No. 1 .. AVE R.C.E. No. 25742 EXP. DATE 12/31/2001 GTT r.4.df. CITY ENGINEER, RCE 25126 DATE 2792z- all 792 G W < ? o m W JURUPA AVE. Ml VILLAGE DR N SITE RIVERSIDE RD. 33 SEE SHEET 3 VICINITY MAP / gt' 22 NO SCALE / 35 21 23 24 / 19 3m .0120 R/W R GENERAL CONSTRUCTION NOTES 50' 37 t87, I I- 7. 1.ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT 17 8 7 6 5 - CL f PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. • g 4 4.5' 3 / I I 18' 18' 4.5' I 38 16 2.CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISION PRIOR TO THE 2FS AT CL 0.03' START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE 11 START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL 909 350-7610. t5 _ 1 BELOW TC 1 ( ) 1� 3.THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATERMAINVALVES. CONTRACTOR SHALL 39 12 iR ' 1 2x 2� - - - COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. MIN 4' CLEARANCE REQUIRED :... ....., ..,� ::.. •.:....:.: ti= ...:• : • . 40 13AROUND ANY OBSTRUCTIONS 4 ? 4.CURVE DATA REFERS TO THE FACE OF CURB. 14 53 INCLUDING TREE WELLS, POWER 52 54 POLES, FIRE HYDRANTS AND 2 2 &STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. '� 41 O / 55 O MAILBOXES. 6.ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED, AND APPROVED PRIOR TO PAVING OF STREETS. �?p� 51 56 /Av 7.THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE 4ISTING U 2 \� \ J THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY TILITIEMH 4#4 49 50 57 * CXONTACT UNDERGROUND TSERVICEEXERCISE ALLERT AT 1-800-227-2600 800 227-2600 TWO WORKING DAYS BEFORE THE CONTRACTOR SHALL N AND TO AVOID DAMAGE � 58 BE ORE EXCAVATION. 43 TYPICAL SECTION ALL INTERIOR STREET &ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE 48 NO SCALE PAVING CONTRACTOR. 44 / T.L-5.5 * EXCEPT FOR GOLD NRAIN DRIVE AT INTERSECTION WITH LIVE OAK AVE 9.THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, 47 AND RED GUM LANE, SEE SECTION BELOW 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. 45 10.AS-BUILT DRAWINGS SHALL PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE 46 RECORD DRAWINGS TO THE CITY ENGINEER. i 11.TYPE, 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. RAN R W 12.WHEN CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE. RESOLVED BY REFERENCE SEE SHEET 2 60' TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 10'10, CL -- 13.APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. ��/ /� 4.5' 20, 20. 4.5' ' INDEX MAP 14.ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. SCALE 1" 100' FS AT CL 0.01' 15.NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND ABOVE TC 1 APPROVED. MIN 4' CLEARANCE REQUIRED •- - - - _ - - 2% _ - - _ - _ - - _2� - _ - - 16.THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY AROUND ANY OBSTRUCTIONS SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION /;1 / •' > •, ` •' �' OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE POLES, FIRE HYDRANTS AND INCLUDING TREE WELLS, POWER " `' 4 GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. MAILBOXES. 2 2 17.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. TYPICAL SECTION 18.NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. RED GUM LANE 19.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 GOLDENRAIN DRIVE AT INTERSECTION WITH LIVE OAK VENUE APPROVAL NO SCALE 20.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONSTRUCTION NOTES AND ESTIMATED QUANTITIES T.I.=6.5 CONTROL AT ALL TIMES. O21.A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY CONSTRUCT 4" A.C. OVER 12" COMPACTED (95�) NATIVE SOIL 89,500 SF SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY HAS BEEN OBTAINED. CONSTRUCT CONCRETE CURB AND GUTTER (6" C.F. PER CITY 3,832 LF 22.ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. OF FONTANA STANDARD DETAIL 101). 23.ADEDQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO O CONSTRUCT STANDARD CROSS GUTTER AND SPANDRELL PER CITY 3,010 SF CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF OF FONTANA STANDARD DETAIL 104. MODIFIED TO 10' WIDE BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. O4 CONSTRUCT 4" THICK CONCRETE SIDEWALK WIDTH AND 10,224 SF 24.CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. LOCATION PER PLAN do PER CITY STD. 105A Q UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAT REQUIRE TEMPORARY NON-ERODEABLE SWALES 'ENTERING OR O CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA 8 EA RECORD DRAWINGSLEAVING IMPROVEMENTS. STANDARD 104-A. PREPAREDBY: n 25.THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCHMARKS WITHOUT "/ PRIOR NOTIFICATION TO THE CITY ENGINEER. LIGHT -SEE STREET GHT-SEE SHEET 4 FOR WATTAGE. 16 EA UNDERGROUND SERVICE ALERT I ns Thiehnsnn. RCB 25742 26.REMOVAL AND REPLACEMENT OF EXIS57ING SURVEY CONTROL. INCLUDING SURVEY MONUMENTS MONUMENT TIES AND 170 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STANDARD 58 EA CALL TOLL FREE BENCHMARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAID SURVEYOR. SURVEY MONUMENTS 102 W=16' TO BE FIELD LOCATED. 1-800 �O 0 ' �" 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 O 22 -2600 T LACAM ENGIIVEERS LATER REPLACEMENT OF THE MONUMENT. 8 REMOVE EXISTING CURB AND GUTTER AND SIDEWALK. 265 LF 221 S. GaswH Stt+OCt TWO WORKING DAYS27.PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY F E YOU DIG CAS ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. O9 CONSTRUCT CATCH BASIN PER CITYSTD PLAN 121. "W" AS SHOWN, 3 EA ' (714) 744-9700 MODIFY LOCAL DEPRESSION FOR 6' LENGTH IN LIEU OF 2'. 28.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 O" RCP 2000-D. 189 LF SAFETY RESPONSIBILITY CONSTRUCT 24 UTILITY NOTIFICATIONS UPON COMPLETION OF ROUGH GRADING. 10 O FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS RESPONSIBILITY 29.THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 " PROJECT. CONTRACTOR NCLUDNNGSS �ATMH�SHALL ASSUME SOLE AND COMPLETE RESPON CITY OF FONTANA FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CLOSURE AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 11 CONSTRUCT 18 RCP 2000-D 41 LF i ALL PERSONS AND PROPERTY. THAT THE 8353 SIERRA AVE GENERAL TELEPHONE COMPANY REQUIREMENTS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL FONTANA CA 92335 245 N. MOUNTAIN AVENUE 30.N0 MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT PRIOR APPROVAL OF THE WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD TELEPHONE (909) 350-7610 POMONA. CA 91766 12 CONSTRUCT MANHOLE PER APWA STD PLAN 321-1. 2 EA THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR (213) 357-2257 OR (800)422-4133 INSPECTOR. 31.THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE ALLEGED, IN .CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, SO.CALIF GAS COMPANY -- DISTRIBUTION FACILITIES SEWER LATERAL. VALLEY BLVD. SAN BERNARDINO COUNTY FLOOD CONTOL DISTRICT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR 162162TANA, CA 92335 825 E. THIRD STREET 32.THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE THE ENGINEER. TELEPHONE (889-9711) OR (800) 422-4133 SAN BERNARDINO, CA 92408 WATERING, AT ALL TIMES. EXISTING UNDERGROUND STRUCTURES (909) 383-1665 SO.CAUF GAS COMPANY -- TRASMISSION DEPARTMENT 33.THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES' DESCRIBED IN THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES 2191 BIRCH STREET PACIFIC TELEPHONE AND TELEGRAPH COMPANY THE "W.A.T.C.H. MANUAL% LATEST EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. SHOWN IN THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO BREA, CA 92621 3073 ADAMS STREET 34.UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES AND THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS TELEPHONE (909) 529-2889 OR (800) 422-4133 RIVERSIDE. CA 92504 OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL i (714) 359-2585 OR (800)422-4133 PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER SOUTHERN CALIFORNIA EDISON COMPANY 35.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. AND IS RESPONSIBLE FOR 7951 REDWOOD AVENUE FONTANA WATER COMPANY CONTROL DEVICES AT ALL TIMES. THE PRO-FONTANA, CA 92336 8440 NUEVO AVENUE TECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. ` THE CONTRACTOR (909)) 357-6231 (SO. OF MERRILL) P.O. BOX 987 36.ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER SHALL CALL DIGALERT AND HAVE ALL UTILITIES MARKED BEFORE DIGGING. (909) 357-6223 (NO. OF MERRILL) FONTANA, CA 92334 HOUR. ((((800))) 422-4133 (909) 822-2201 37.CONTRACTOR SHALL RELOCATE AND/ OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. BENCHMARK REVISIONS Engineer's City Date PREPARED BY: Thielmann Q CITY OF FONTANA No• Approval A royalS 952.17 Engineers Drawn By. Scale: .BENCHMARK: 918.40 221 s cLAssELL ST No 25742 SOUTHRIDGE VILLAGE ORANGE, CA 92866 Exp 12-31-20M GTT RA' AS SHOWN 1 (714) 744-9700, FAX (714) 744-9312 * * Designed By. T " `�T 58 Date: SPIKE ON POWER POLE NM674320E AT J K v 3�99 JTr STREET IMPROVEMENT PLANS Nov. `19, 1999 INTERSECTION JURUPA AVE AND MULBERRY CIVIC-' fZFCDI`tD �RAWIIJ6 JENS THIELMANN DATE Checked By. Dwg. No. 1 .. AVE R.C.E. No. 25742 EXP. DATE 12/31/2001 GTT r.4.df. CITY ENGINEER, RCE 25126 DATE 2792z- all 792 G