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HomeMy WebLinkAbout3271-1GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE,A"11 A601 NOTED. COLOR AND FINISH TO MATCH EXISTING CONCRETE. 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT " " ACE OF 27. THE SEWER CONTRACTOR SHALL STAMP AN S IN THE F DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO THE CURB AT THE LOCATION OF THE SEWER LATERAL. PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING ri FOR RESOLUTION. STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 51FIRLIt 7 EMPIR(OVENEFT14 PLANS 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND CITY ENGINEER. APPROVED PRIOR TO PAVING OF STREETS.FUTURE ® SCHOOL 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING PAVEMENT PRIOR TO PLACEMENT ! �MAOt Ash o DIVISION PRIOR TO THE START OF ANY WORK. - - T INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT��� WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. n�n����-� in I a n a a / \ 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL 19 a 1 I 1 a 1n U432. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL � � - POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A _ • a CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA - ® _ -- - - �' 64 I I a n0 '� EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 1 a 17 :.t o a 7° 109 I I I L6 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES�� �� 1 :4 6: I I l I I BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR I a 16 n la 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION UPON COMPLETION OF PAVING. a4 a 1 I I a a I I I a 61 I ( n 107 OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH CONTRACTOR SHALL RESTORE m a 34. UPON COMPLETION OF CONSTRUCTION, n 0 0 a u s4 7s 106 n9 FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC I I CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. a a a4 � 67 ss ( ° I I 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) 1 t I Iff MOR74 1°s ( � FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION 1 I �" 75 104 ( I M OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TO THE SATISFACTION OF THE CITY ENGINEER. a a: 1 t - - - I I I (� TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN ao 1 I ( a ( 1 76 18a THE POTENTIAL FOR GROUND MOVEMENT EXISTS.36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO ° THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS :9 1 I I ( ao I I in I I 1 1•.�t' ( N 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC TO THE CITY ENGINEER. RIGHT-OF-WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR n I 1 u I 7° I si >� IL78 1a ( I U4 THAT PURPOSE. ® 49 I I ( 10 - - - - - -- 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM jay F FONTANA, i9LITY NOTIFICATIO, LIST _ I I n , ` .LM 1 AVAILABLE INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY C O O A, UT a ( 4a 4a 1 n6 OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE 1 n ° n a4 79 1°° LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO CITY OF FONTANA PACIFIC BELL CO. n a 4 1 I 1 1 EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE 8353 SIERRA AVENUE 3939 E. CORONADO STREET 1 I I I 7a 7 I as a I I eo 99 CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT FONTANA, CA 92335 ANAHEIM, CA 92807 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. (909) 350-6632 (714) 666-5467 u 1 - - - - ( I 74 6 1 I at at I I a1 9a I b 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL SO. CALIF. GAS COMPANY COMCAST ( CABLE TV n I 76 a a as 1 UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, 1981 W. LUGONIA AVENUE. 1205 DUPONT AVE. - I I 1 ra TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, REDLANDS, CA 92374 ONTARIO, CA 91761 n 1 1 a 4 I a ao I I n 96 I I LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, (909) 335-7547 (909) 390-4738 - STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY EMERGENCIES: (800) 427-2200 m 1 I 10 7 1 1 77 ! I s7 49 I I d4 96 CRAWFORD CANYON MUTUAL WATER CO. COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO 1 WORK AROUND THEIR FACILITIES. SO. CALIF. EDISON COMPANY ATTN: BILL VANDERKIEFT, JR. n n 6 1 7a 2 4a a 94 Lit C3 b 300 N. PEPPER AVENUE (619) 868-6040 I I I I as 1 l 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER RIALTO, CA 92376 19 n a ® 11 T - MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. (909) 820-5598 - UNDERGROUND GENERAL TELEPHONE COMPANY 47 I I a I 1 CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER 909) 875-5100 - TRANSMISSION 1400 E. PHILIPS BLVD. se 17 1 n COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 213 637-1233 - PIPELINES ONTARIO, CA 91766 H 4 �!N 909 357-6223 -DISTRIBUTION 17 13. CURVE DATA REFERS TO THE FACE OF CURB. a S 41 FONTANA WATER COMPANY UNDERGROUND SERVICE ALERT a � 14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT 8440 NUEVO AVENUE 1-800-227-2600 16 �� /I 16 1 I 44 \� // a9 90 WHERE OTHERWISE NOTED. FONTANA, CA 92235 _ (909) 822-2201 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE FAX: (909) 823-5046 TRACT ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE BASELINE AVENUE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. �� I i INDICATES PROPOSED A.C. PAVEMENT 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, 0 D2= MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO ®INDICATES REMOVE EXISTING A.C. PAVEMENT AiTEltli) THE CITY ENGINEER. INDICATES OVERLAY EXISTING A.C. PAVEMENT INDEX MAP 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING - - - INDICATES CENTERLINE SCALE: 1"=150' SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, SHALL BE DONE INDICATES RIGHT-OF-WAY LINE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. - - - - INDICATES EXISTING IMPROVEMENTS SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL 0-0 STREET LIGHTS NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO _..- DIRECTION OF FLOW THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. XX DETAIL NO. INDICATES LOCATION OF CATCH BASIN DETAIL XX SHEET NO. R/W BRIDLEPATH DR l P SUMM(f AVE SUMMIT AVE -y VICIPITY XAP N.T.S. PROJECT LOCATION CONSTRUCTION NOTES ES TE OF QUAMMM O1 -- CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" OF 957. COMPACTED NATIVE SOIL SEE GENERAL NOTE 31 & 32 85,700 S.F./2,125 TONS (D -CONSTRUCT 6" PCC CURB & GUTTER PER CITY STD. DWG. NO. 1003 _ 4,785 L.F. CONSTRUCT CURB ACCESS RAMP PER CITY STD. DWG. NO. 1006 6 EA. O4 - CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015, W=6' 19,705 S.F. a5 - CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. DWG. NO. 104, W=8' 3 EA. /2,271 S.F. 6 ADJUST MANHOLE FRAME AND COVER TO GRADE PER CITY STD. DWG. NO. 109 11 EA. 7 CONSTRUCT CATCH BASIN PER A.P.W.A. STD. DWG. NO. 300-2, AS SHOWN ON SHE 6 OF 6 1 Eq (WIDTH AS SHOWN ON PLAN) a8 -CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. DWG. NO. 313-1, AS SHOWN ON SHT. 6 OF 6 1 EA. (CASE AS SHOWN ON PLAN) 9 CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. NO. 102, W=16', UNLESS NOTED OTHERWISE 9,006 S.F. 10 INSTALL 5800 LUMEN HPSV (70 WATT. 17) LUMINAIRES PER CITY DWG. NO. 1016 12 EA. 11 INSTALL STOP SIGN PER CITY STD. DWG. NO. 139 3 EA. 12 INSTALL STREET SIGN PER CITY STD. DWG. NO. 139 5 EA. 13 REMOVE EXISTING TRAFFIC BARRICADE 112 L.F. 14 SAWCUT AND REMOVE EXISTING AC PAVEMENT PER DETAIL ON SHEET 1 560 SF r R/W N.T.S. 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL1 2.� I �M ( 1 _ 2 I 5 -\� 0 2 �T%�\, 1 0 1 BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR - 1 I ' \� 1 o MIN. MIN. o ' \\' 2q ' RESIDENTS AND EMERGENCY VEHICLES. PROPOSED = \\�\ r_ �, /%!�/ "\��`\��, 2� 2% P ATE EPv�s: 'S NOTICE TO CONTRACTOR: A.C. PAVEMENT - - LEVEL - L E �� LEVEL LINE 4 - - - 2�� - ...., y \----..- 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE L \�\� \\ .\\, -\\\ f� � � �; MEANS OF DUST CONTROL INCLUDING ADEQUATE WATERING AT THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES - �\ , \, \ ALL TIMES. Q SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, 4 4 4 4 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE SAWCUT & REMOVE GRIND EXIST. WIND VELOCITIES EXCEED 25 MILES PER HOUR. OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE EXISTING AC PAVEMENT EXISTING A.C. PAVEMENT 2 2 2 2 PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER A.C. PAVEMENT (MIN. 0.1' THICKNESS) 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, LINES NOT ON RECORD OR -.NOT SHOWN ON THESE PLANS. AND OVERLAY SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY * + (MIN. 0.1' THICKNESS) TYPICAL SECTION TYPICAL SECTION ADJACENT TO THE RIGHT-OF-WAY DURING CONSTRUCTION WITHOUT CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED TYPICAL PAVEMENT 480�diii DETAIL LOCAL STREET -50' Il/t� LOCAL STREET- ' CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME 14 PRIOR WRITTEN APPROVAL. SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE N.T.S. GABW L WIME, AGATHA LANE, Q RECORD DOCUMENT GRETA LANE OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND HELENA PLACE, CARLOTTAiAY N.T.S. 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND These Record Documents have been prepared based OF THE CITY INSPECTOR. NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER SPRUCE TREE WAY STA. 16+84M TO 16+94.29 on information provided by others. The Design TI -5•5 AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF N.T.S. Professional has not verified the accuracy and/or FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE TI -5.5 completeness of this information and shall not be RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED OF THE DESIGN PROFESSIONAL. �o ESS;ONq responsible for any errors or omissions which may DENSITY IS OBTAINED. ��� s H, r bye in rat herein as a result. ��.i 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES ONAUTHOMM CIi MME§ AN9 USES; �: o m 1 T- - 2 TE FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE t,c.43976 D TE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODABLEBASIS OF E1VGS THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE % d Ems. SWALES ENTERING OR LEAVING IMPROVEMENTS. FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE BEARINGS BASED ON THE WEST LINE OF THE SOUTHEAST ONE QUARTER OF THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. sT CN�� SOUTHWEST ONE QUARTER OF SECTION 36, T. 1 N., R. 6 W., SBB & M BEINGoF C� N00'06'51 "E AS SHOWN ON TRACT 16085-1 RECORDED MAP BOOK 282, PAGES 1620 RECORDS OF SAN BERNARDINO COUNTY �p r REV. REVISION DESCRIPTION DATE ENGR. CITY DATEBENC RIS Prepared By: CITY ® !®TAA' CALIF® I SHOULDOFESS !O Q O IIP)r3OVEtCONSTRUCTION .T§ NOT CO::I.N�E t�iTI�11�1 ��° o HgM q�F PLAN PREPARED FOR: ALLAF�D ENGINEERING �T T<JJ YEARS OF THE DATE OF APPIIOVAL B.M. #361, SPIKE IN NORTH FACE OF P.P. w P ti RANCHO TA SPECIFIC ® YOUNG HOLES T Civil Engineering -Land Surveying -Land Planning DRAWN BY: SHOWN HEREON ANO C IED FORTH INA B 8253 Sierra Avenue No. 43976 m AE TRACT 0 16258 0 1536697E AT SOUTH WEST CORNER OF �' SCALE: 10370 TRADEMARK STREET BASELINE AVENUE AND SULTANA AVENUE. � r" AS NOTED o DIAL_ TWO WORKING DILI TIE CITY ENG Y RANCHO CUCAMONGA, CA 91730 Fontana, California 92335 Exp. 6/30/05 � DESIGNED BY: ®® DATE: BEF❑RE ,u,� DAYS BEFORE REQLM REVISIONS TO THE PLAN'S TO TEL (909) 477-6715 (909) 356-1815 Fax (909) 356-1795 * MI TJt>1EET I ® E T MAY, 2003 YOU DIG '� _ © 9T C ! V I �- �� CHECKED BY. APPROV DRAWING NO.: 1 Y ❑ U DIG BRING THEFT INTO CO�'FO CE 4I FAX (909) 477-6725 _. �� �P David S. Hammer, A.C.E. 43976 Date F O TOLL FREE 1-800-227-2600 CO ITIO��S AND STANDARDS EV EFFECT' of F 31 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CALF DSH' rz ir' E c c� rtt) ntLAw I1J Cs 4�Z(�� �l g or ELEVATION: 1365.01 (expires 6!3012005) CITY ENGINEER R.C.E. 51152 5271 6 Filename: M:\DWG\15904\STREET\16258\16258-STOI.DWG RD MORf}, MWAGE RD ® Uj W Q HI G HD AVE. WALNUT AVE FONTANA WALNUT AVE W z VICIPITY XAP N.T.S. PROJECT LOCATION CONSTRUCTION NOTES ES TE OF QUAMMM O1 -- CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" OF 957. COMPACTED NATIVE SOIL SEE GENERAL NOTE 31 & 32 85,700 S.F./2,125 TONS (D -CONSTRUCT 6" PCC CURB & GUTTER PER CITY STD. DWG. NO. 1003 _ 4,785 L.F. CONSTRUCT CURB ACCESS RAMP PER CITY STD. DWG. NO. 1006 6 EA. O4 - CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015, W=6' 19,705 S.F. a5 - CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. DWG. NO. 104, W=8' 3 EA. /2,271 S.F. 6 ADJUST MANHOLE FRAME AND COVER TO GRADE PER CITY STD. DWG. NO. 109 11 EA. 7 CONSTRUCT CATCH BASIN PER A.P.W.A. STD. DWG. NO. 300-2, AS SHOWN ON SHE 6 OF 6 1 Eq (WIDTH AS SHOWN ON PLAN) a8 -CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. DWG. NO. 313-1, AS SHOWN ON SHT. 6 OF 6 1 EA. (CASE AS SHOWN ON PLAN) 9 CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. NO. 102, W=16', UNLESS NOTED OTHERWISE 9,006 S.F. 10 INSTALL 5800 LUMEN HPSV (70 WATT. 17) LUMINAIRES PER CITY DWG. NO. 1016 12 EA. 11 INSTALL STOP SIGN PER CITY STD. DWG. NO. 139 3 EA. 12 INSTALL STREET SIGN PER CITY STD. DWG. NO. 139 5 EA. 13 REMOVE EXISTING TRAFFIC BARRICADE 112 L.F. 14 SAWCUT AND REMOVE EXISTING AC PAVEMENT PER DETAIL ON SHEET 1 560 SF r R/W N.T.S. 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL1 2.� I �M ( 1 _ 2 I 5 -\� 0 2 �T%�\, 1 0 1 BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR - 1 I ' \� 1 o MIN. MIN. o ' \\' 2q ' RESIDENTS AND EMERGENCY VEHICLES. PROPOSED = \\�\ r_ �, /%!�/ "\��`\��, 2� 2% P ATE EPv�s: 'S NOTICE TO CONTRACTOR: A.C. PAVEMENT - - LEVEL - L E �� LEVEL LINE 4 - - - 2�� - ...., y \----..- 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE L \�\� \\ .\\, -\\\ f� � � �; MEANS OF DUST CONTROL INCLUDING ADEQUATE WATERING AT THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES - �\ , \, \ ALL TIMES. Q SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, 4 4 4 4 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE SAWCUT & REMOVE GRIND EXIST. WIND VELOCITIES EXCEED 25 MILES PER HOUR. OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE EXISTING AC PAVEMENT EXISTING A.C. PAVEMENT 2 2 2 2 PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER A.C. PAVEMENT (MIN. 0.1' THICKNESS) 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, LINES NOT ON RECORD OR -.NOT SHOWN ON THESE PLANS. AND OVERLAY SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY * + (MIN. 0.1' THICKNESS) TYPICAL SECTION TYPICAL SECTION ADJACENT TO THE RIGHT-OF-WAY DURING CONSTRUCTION WITHOUT CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED TYPICAL PAVEMENT 480�diii DETAIL LOCAL STREET -50' Il/t� LOCAL STREET- ' CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME 14 PRIOR WRITTEN APPROVAL. SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE N.T.S. GABW L WIME, AGATHA LANE, Q RECORD DOCUMENT GRETA LANE OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND HELENA PLACE, CARLOTTAiAY N.T.S. 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND These Record Documents have been prepared based OF THE CITY INSPECTOR. NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER SPRUCE TREE WAY STA. 16+84M TO 16+94.29 on information provided by others. The Design TI -5•5 AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF N.T.S. Professional has not verified the accuracy and/or FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE TI -5.5 completeness of this information and shall not be RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED OF THE DESIGN PROFESSIONAL. �o ESS;ONq responsible for any errors or omissions which may DENSITY IS OBTAINED. ��� s H, r bye in rat herein as a result. ��.i 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES ONAUTHOMM CIi MME§ AN9 USES; �: o m 1 T- - 2 TE FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE t,c.43976 D TE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODABLEBASIS OF E1VGS THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE % d Ems. SWALES ENTERING OR LEAVING IMPROVEMENTS. FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE BEARINGS BASED ON THE WEST LINE OF THE SOUTHEAST ONE QUARTER OF THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. sT CN�� SOUTHWEST ONE QUARTER OF SECTION 36, T. 1 N., R. 6 W., SBB & M BEINGoF C� N00'06'51 "E AS SHOWN ON TRACT 16085-1 RECORDED MAP BOOK 282, PAGES 1620 RECORDS OF SAN BERNARDINO COUNTY �p r REV. REVISION DESCRIPTION DATE ENGR. CITY DATEBENC RIS Prepared By: CITY ® !®TAA' CALIF® I SHOULDOFESS !O Q O IIP)r3OVEtCONSTRUCTION .T§ NOT CO::I.N�E t�iTI�11�1 ��° o HgM q�F PLAN PREPARED FOR: ALLAF�D ENGINEERING �T T<JJ YEARS OF THE DATE OF APPIIOVAL B.M. #361, SPIKE IN NORTH FACE OF P.P. w P ti RANCHO TA SPECIFIC ® YOUNG HOLES T Civil Engineering -Land Surveying -Land Planning DRAWN BY: SHOWN HEREON ANO C IED FORTH INA B 8253 Sierra Avenue No. 43976 m AE TRACT 0 16258 0 1536697E AT SOUTH WEST CORNER OF �' SCALE: 10370 TRADEMARK STREET BASELINE AVENUE AND SULTANA AVENUE. � r" AS NOTED o DIAL_ TWO WORKING DILI TIE CITY ENG Y RANCHO CUCAMONGA, CA 91730 Fontana, California 92335 Exp. 6/30/05 � DESIGNED BY: ®® DATE: BEF❑RE ,u,� DAYS BEFORE REQLM REVISIONS TO THE PLAN'S TO TEL (909) 477-6715 (909) 356-1815 Fax (909) 356-1795 * MI TJt>1EET I ® E T MAY, 2003 YOU DIG '� _ © 9T C ! V I �- �� CHECKED BY. APPROV DRAWING NO.: 1 Y ❑ U DIG BRING THEFT INTO CO�'FO CE 4I FAX (909) 477-6725 _. �� �P David S. Hammer, A.C.E. 43976 Date F O TOLL FREE 1-800-227-2600 CO ITIO��S AND STANDARDS EV EFFECT' of F 31 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CALF DSH' rz ir' E c c� rtt) ntLAw I1J Cs 4�Z(�� �l g or ELEVATION: 1365.01 (expires 6!3012005) CITY ENGINEER R.C.E. 51152 5271 6 Filename: M:\DWG\15904\STREET\16258\16258-STOI.DWG