Loading...
HomeMy WebLinkAbout5069-1STREET IMPROVEMENT PLANS CITY OF FONTANA ASSESSOR'S PARCEL NUMBER 0234-191-04, 17, 18, 22 APN 0234-051-0Mel �? 0 -r �� D APN 0234-0G I -17 N 0234 06 I - 13 APN APN_ APN 0234 -OG 1-21 APN 11011000010�APN 0234 -OG I -10 0234 -OG 2 0234 -OG I - I t . EXISTING RiW EXISTING RIW _ C_ _ _ VAULY _ _ BOULEVARD _ _ _ (CONSTRUCTION) BOULEVARD _ _ _ (SURVEY)FLow �y �. FLOW FLOW APN 0234- 19 I -05 �� APN 0 34-I 9 I - I� APN 0234-P191-22 ^PN�0234- 19 I -04 PAN ROPOSED R/W 0234 SHEET 2 "'' EET 0 3 � II flp, 1 LL, I W EXI5TIN STREET LIGHT GENERAL NOTES I . ORNAMENTAL STREET LIGHT POLES SHALL BE MARBLELITE OR APPROVED EQUAL. 2. THE LUMINAIRE SHALL CON515T OF COBRA HEAD CUT-OFF LENS ON A G FT. OR 8 FT. MAST ARM. 15 FT. MAST ARM REQUIRED FOR STREET LIGHTS ON TRAFFIC SIGNAL POLE INSTALLATIONS. 3. ANY CHANGE IN LOCATION OF STREET LIGHTS FROM THE APPROVED PLANS 15 SUBJECT TO APPROVAL BY THE CITY ENGINEER. 4. SIDEWALK WIDTHS TO BE PER APPROVED STREET IMPROVEMENT PLANS. A MINIMUM OF 4 FEET UNOBSTRUCTED 51DEWALK CLEARANCE REQUIRED BEHIND STREET LIGHT POLE. 5. ALL STREET LIGHTS SHALL BE INSTALLED PER CITY STANDARD PLAN NO. 404 APN 0234-171-12 I OP 5ED RNV Z� (� I o � EXISTING RPA I I W C4 I IAP 0234-101-18 o I � { M I -4 APN 0234-181-12 -I 1 - APN X234 1812 II I I x INDEX PAVING LEGEND AC PAVING GRIND 0. 10' MIN. EXIST. PAVEMENT AND OVERLAY 0. 1 O' MIN. W/TACK COAT EXISTING PAVEMENT 5' SAWCUT 4 REMOVE IIN. EXISTING PAVEMENT NEW PAVEMENT CONSTRUCTION NOTES/ESTIMATE OF QUANTITIES* & 23 t � IL_ - - re w. PRS 7E men �I ANSI - IO Niiii � � • , �I 7 IOIN5TALL COLD PLANE 4 OVERLAY 835 TONS AC REMOVAL PCC PAVING SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. I 28 6 BENCH MARK: I EXISTING PCC PAVING GRIND 0. 10' MIN. EXIST. PAVEMENT AND OVERLAY 0. 1 O' MIN. W/TACK COAT EXISTING PAVEMENT 5' SAWCUT 4 REMOVE IIN. EXISTING PAVEMENT NEW PAVEMENT CONSTRUCTION NOTES/ESTIMATE OF QUANTITIES* & 23 t � IL_ - - re w. PRS 7E men �I ANSI - IO Niiii � � • , �I 7 IOIN5TALL MIN. G.5" AC OVER 12" MIN. OF 95% COMPACTED NATIVE PER CITY 5TD. 401 (21 ,G 10 SF) . 835 TONS AC 34' 30' 4' SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. I 28 6 BENCH MARK: I TOLL FREE 1800-227-2000 O2 COLD PLANE 4 OVERLAY (0. I' MIN.) PER DETAIL, SHEET I . . . . . . . . . . . . . . . . . . . . . . . . . . . .I 1,395 SF STREET IMPRO\/'EMENT PLANSIN VALLEY BLVD. AND BANANA AVE. PER COUNTY SURVEYOR FIELD BOOK 5' 3O SAWCUT EXISTING PAVEMENT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1 ,300 LF DRAW BY - PF 5HEET ASSESSOR'S PARCEL NUMBER: 0234- f 9 I -04, 17, 18, 22 23 �V�ALLEY BOU A BANANA AVENUE SCALE' AS SHOWN "• �__ _.R ,«� '"T ® REMOVE EXISTING AC PAVEMENT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .20,050 5F DATE: - 1 .: BEING THE CENTERLINE OF BANANA AVE. PER PARCEL MAP NO. 19440. - ___ 4 7 I �' 5OIN5TALL RE5IDENTIAL DRIVEWAY APPROACH PER CITY 5TD. 1001 (W=24') 4 DETAIL'A', SHEET 2 •1 EA q#gCED BY: MWT VICINITY MAP © INSTALL RESIDENTIAL DRIVEWAY APPROACH PER CITY STD. 1001 (W= 12') 4 DETAIL 'B', SHEET 2 .1 EA REWSION DESCRIPTION DATE NT5 Map 0 Rand McNally & company R.L.08-S-17 O7 REMOVE EXISTING AC BERM . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .390 LF GENERAL NOTES ® INSTALL 8" CURB 4 GUTTER PER CITY 5TD. 1000 , , , , , , , , , , , , , , , , , , • , , . , . , , , • , , , . .G30 LF I . ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE 90 INSTALL SIDEWALK PER CITY STD. I OOG • , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , . .2,900 5F STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL ® INSTALL 22,000 LUMEN HP5V 200 WATT #20 STREET LIGHT PER CITY 5TD. 404 , .2 EA BE THE LATEST EDITION UNLESS OTHERWISE NOTED. I I REMOVE, SALVAGE 4 INSTALL EXISTING WATER METER BEHIND PROPOSED CURB EA 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO • . . . . . . . . . . . . . .I PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER I0 EXISTING UTILITY POLE TO BE REMOVED 4 LINES UNDERGROUNDED BY OTHERS , , , , , , , , , , , , , , ,4 EA SOILS ENGINEER: FOR RESOLUTION. I© INSTALL COMMERCIAL DRIVEWAY APPROACH PER CITY 5TD. 1002 (W=A5 SHOWN) , 2 EA 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. T I =9.0 - 10.5 . . . , . . . . . . . 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM -THE CITY OF FONTANA'5 ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. ® REMOVE EXISTING BLOCK WALL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . ,5 LF INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC I� INSTALL 8" AC BERM PER CITY OF FONTANA STD. 1007 , . ... . . . . . • , , , , , , , , , , , . . .G5 LF RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7G 10. I® BACKFILL IMPROVEMENTS WITH SAND AND PROVIDE MIN. I " AC CAP 320 5F 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. I© INSTALL VARIABLE HEIGHT CURB 4 GUTTER FONTANA STD. 1000 . . . . . . . . . . . . . . . . . . . . . . 30 LF G. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES I® REMOVE EXISTING WROUGHT IRON FENCE 5 LF AT ALL TIMES. \ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1 7. THE CONTRACTOR -SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES FIVE (5) FEET OR GREATER IN I® REMOVE EXISTING RIBBON GUTTER . , • , , , , , . , , . , • , , , , , , , , , , , , , , 840 5F DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. ® INSTALL MODIFIED 2' WIDE GUTTER PER DETAIL'D', SHEET 5 • , . , , , , , , , , , , , . , , , I, , 35 LF 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEETET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE ©I INSTALL 9,500 LUMEN HP5V 100 WATT #10 STREET LIGHT PER CITY STD. 404, 2 EA GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE, OF CALIFORNIA. TRENCHES LE55 THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. * ESTIMATE 15 FOR FEE PURPOSES ONLY. CONTRACTOR RESPONSIBLE FOR OWN QUANTITIES. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITH OUT OBTAINING A SEPARATE PERMIT FOR THAT " PRELIMINARY SECTION. FINAL SECTION TO BE DETERMINED BY THE SOIL ENGINEER AND PURPOSE. - APPROVED BY THE CITY ENGINEER. 10, THE LOCATIONS OF THE UTILITIES SHOWN HAVE BEEN [DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE EXIST. EAST R/W PROP. EAST �2 COLD PLANE & OVERLAY DETAIL LC R/W NTS 34' 30' 4' SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. I 28 6 BENCH MARK: 15' TOLL FREE 1800-227-2000 CHISELED BOX ON TOP OF CURB AT BCR OF SOUTHWEST CURB RETURN STREET IMPRO\/'EMENT PLANSIN VALLEY BLVD. AND BANANA AVE. PER COUNTY SURVEYOR FIELD BOOK 5' 4015/2297 DRAW BY - PF 5HEET ASSESSOR'S PARCEL NUMBER: 0234- f 9 I -04, 17, 18, 22 23 �V�ALLEY BOU A BANANA AVENUE SCALE' AS SHOWN ELEVATION: 1028.338 BASIS OF BEARINGS: DATE: - 1 BEING THE CENTERLINE OF BANANA AVE. PER PARCEL MAP NO. 19440. - ___ 4 7 I �' BEING N0000029"W. q#gCED BY: MWT BY DRAW" NO.: 5 REV. REWSION DESCRIPTION DATE ENGR. CITY DATE 1TY ENGINEER R.C.E. 51152 SOURCE OF SURVEY: TOPOGRAPHIC SURVEY BY: 2 RALSON LAND SURVEYING DATED 7/1 G/2013 3 9 28346 ROAN RANCH ROAD ROMOLAND, CA 92585 PHONE (95 1) 928-33GG TYPICAL SECTION SOILS ENGINEER: NTS JOHN R. BYERLY, INC. BANANA AVENUE 2257 SOUTH LILAC AVENUE 5TA 13+25.55 TO STA 15+50.00 BLOOMINGTON, CA 9231 G T I =9.0 - 10.5 PROJECT NO.: 5-133GO DATED: 8/29/2013 PREPARED FOR: TEC EQUIPMENT, INC. ATTN: DAVID THOMPSON 750 NE COLUMBIA BLVD. PORTLAND, OR 0721 1 PHONE: (503) 247-4655 0 e-22 e -21A DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIC YOU DIG EXISTING PROPOSED SOUTH SOUTH R/W R/W GO' 45' 15' 5 2' 8 G.5' 1 .5' 24' Lp U Q 4 - - I 3, 66gq00 I 2 3 I 9 TYPICAL SECTION NTS VALLEY BOULEVARD STA 10+90.00 TO 5TA 14+64.53 T I= 5.0 - 10.5 EXIST. EAST R/W IPROP. EAST / Imo/VV Ll� 34' 30' 7 4' 5 I� Q I 7 4 '2 3 1 9 TYPICAL SECTION NTS BANANA AVENUE STA 15+50.00 TO 5TA I G+50.00 T 1 =9.0 - 10.5 UNAUTHORIZED CHANGES AND USES CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES T THE PLANS MUST BE IN WRITING AND MUST. BE APPROVED BY THE PREPARER OF THESE PLANS. MI RESPONSIBILITY OF THE CONTRACTOR TO DETERIN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 1 1. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH 'ALL ,UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPi IONS, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRAN5. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. f 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 No 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 5H!ALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. I G. 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 EXISTI � GI SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, SHALL BE DONE BY A REGISTERED CIVC ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHAI)PE 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 13USINE55E5 AT ALL TIMES. A MINIMUM 12 FEET LANE SHALL BE MAINTAINED AT ALL TIMES IN THE C014 RUCTION 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 DFSCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 2 1 . 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 15 OBTAINED. 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALE5 FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINWR MAY REQUIRE TEMPORARY NON-ERODEABLE 5WALE5 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. 2G. ALL EXPOSED CONCRETE, SURFACE SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 27. THE SEWER CONTRACTOR SHALL STAMP "S" 1N 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 501L 5TERILANT 15 REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT, 3 1 . 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 51DEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 3G. A5 -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. PRIVATE ENGINEER'S NOTE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE DRAWINGS. THE CONTRACTOR 15 REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THI5 PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT TH15 O REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE COUNTY OF SAN BERNARDINO, THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS ASP# 13-007 PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CUP# 13-005 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. A Q�o��ss�oNq� • land planning 6o 2 MEwW. � � •civil engineering �� F • landscape architecture THATCHER, Ili rn °' p rnTITLE phone 909.748.7777 fax 909.748.7776 Exp. 12/31/15 * m s thatc engineering & associates, Inc. '�r avlL ��� trv, site 105, redlande, ca 92373 OF CA��F� Melon w. Thatcher, 111 R.C.E. 39964 Ex Dec 31, 2013 p CITY OF FONTANA, CALIFORNIA TOLL FREE 1800-227-2000 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT EXISTING PROPOSED SOUTH SOUTH R/W R/W GO' 45' 15' 5 2' 8 G.5' 1 .5' 24' Lp U Q 4 - - I 3, 66gq00 I 2 3 I 9 TYPICAL SECTION NTS VALLEY BOULEVARD STA 10+90.00 TO 5TA 14+64.53 T I= 5.0 - 10.5 EXIST. EAST R/W IPROP. EAST / Imo/VV Ll� 34' 30' 7 4' 5 I� Q I 7 4 '2 3 1 9 TYPICAL SECTION NTS BANANA AVENUE STA 15+50.00 TO 5TA I G+50.00 T 1 =9.0 - 10.5 UNAUTHORIZED CHANGES AND USES CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES T THE PLANS MUST BE IN WRITING AND MUST. BE APPROVED BY THE PREPARER OF THESE PLANS. MI RESPONSIBILITY OF THE CONTRACTOR TO DETERIN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 1 1. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH 'ALL ,UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPi IONS, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRAN5. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. f 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 No 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 5H!ALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. I G. 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 EXISTI � GI SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, SHALL BE DONE BY A REGISTERED CIVC ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHAI)PE 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 13USINE55E5 AT ALL TIMES. A MINIMUM 12 FEET LANE SHALL BE MAINTAINED AT ALL TIMES IN THE C014 RUCTION 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 DFSCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 2 1 . 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 15 OBTAINED. 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALE5 FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINWR MAY REQUIRE TEMPORARY NON-ERODEABLE 5WALE5 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. 2G. ALL EXPOSED CONCRETE, SURFACE SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 27. THE SEWER CONTRACTOR SHALL STAMP "S" 1N 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 501L 5TERILANT 15 REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT, 3 1 . 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 51DEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 3G. A5 -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. PRIVATE ENGINEER'S NOTE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE DRAWINGS. THE CONTRACTOR 15 REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THI5 PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT TH15 O REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE COUNTY OF SAN BERNARDINO, THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS ASP# 13-007 PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CUP# 13-005 5GO02P, SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. A Q�o��ss�oNq� • land planning 6o 2 MEwW. � � •civil engineering �� F • landscape architecture THATCHER, Ili rn °' p rnTITLE phone 909.748.7777 fax 909.748.7776 Exp. 12/31/15 * m s thatc engineering & associates, Inc. '�r avlL ��� trv, site 105, redlande, ca 92373 OF CA��F� Melon w. Thatcher, 111 R.C.E. 39964 Ex Dec 31, 2013 p CITY OF FONTANA, CALIFORNIA STREET IMPRO\/'EMENT PLANSIN DRAW BY - PF 5HEET ASSESSOR'S PARCEL NUMBER: 0234- f 9 I -04, 17, 18, 22 23 �V�ALLEY BOU A BANANA AVENUE SCALE' AS SHOWN pggp BY. PF/MWT DATE: - 1 q#gCED BY: MWT BY DRAW" NO.: 5 REV. REWSION DESCRIPTION DATE ENGR. CITY DATE 1TY ENGINEER R.C.E. 51152 5GO02P,