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HomeMy WebLinkAbout4901-1i BASIS OF BEARING THE BEARINGS ARE BASED ON THE CENTERLINE OF ALDER AVE: AS SHOWN ON TRACT 4134, M.B. 52/69-70. BEING: N00'121001W BENCHMARK CITY OF FONTANA BM 1255. "PK" NAIL IN TOP OF CURB AT THE WEST END OF THE SOUTHWEST CURB RETURN AT THE INTERSECTION OF ALDER AVE. AND MILLER AVE. ELEVATION: 1358.31 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIME IN THE CONSTRUC7701V AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECT/VE MEANS OF DUST CONTROL, INCLUD/NG ADEQUATE WATERING, AT ALL TIME. 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VL-LOC177ES EXCEED 25 MILES PER HOUR. 21. THE CONT94CTOR 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 THE 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. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT 171E 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 LXIS77NG CONCRETE 27. 171E SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT 771E LOCATION OF THE SEWER LATER. (N/A) 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29. ALL UNDERGROUND U77L/TIES SHALL BE INSTALLED, 7F57ED 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 SOIL TESTS TAKEN AFTER COMPLETTON OF ROUGH GRADING. (N/A) 32. ACTUAL THICKNESS OF A. C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GE07FCHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. (N/A)) (TYOFFONTANA' SEL INEA VE NNLER A VEI , VUEINTERc5E�, L, T101 V jw AM=ft &*It% fP R-, VEMEY PLAIV MILLERAVE PROJECT LOCA Q Q W W W 024124f 56 I I 0243-012-25 h Q -4FOOTER/LL SL t/D ILIQ PVICINITY AP W I + NTS 0243-012-24 ti 0241201--57 1 Q I I 1 V 10243-012-22 0243-012-210243-02-20 0243-012-19 0243-012-16 12-21 �� I I I I I I W I UTIL /TYNOTIF/CA TION LIST AT&T DISTRIBUTION KINDER MORGAN ENERGY I1265 N VAN BUREN ST 1180 PARTNERS W� V ANAHL ,, CA 92807 1100 TOWN & COUNTRY RD 7 -26)- - - - 1 (7f 4) 666-5401 ORANGE, CA 92868 I - (714) 560-4409 FONTANA WATER COMPANY 11142 GARVEY AVE SC GAS 9 11 12 13 14 EL MON7E CA 91733 1981 W LUGONIA AVE REDLANOS, CA 92374 (626) 448-6183 MILLER VENUE (909) 335-7755 LEVEL 3 COMMUNICATIONS 1025 EZDORADO BL IID UT/LIQUEST FOR SCE DIST BLDG JJA-522 EDISON DISTRIBUTION I BROOMF/ELD, CO 80021 7951 REDWOOD AVE (720) 888-6482 FONTANA, CA 92336 (909) 357-6221 1 r7,7 �`< r -r ' _�` TIME WARNER CABLE 117777 r 7,1 r= r-777 r-771500 AUTO CENTER OR SEWER 0190294-08 I 0243-071-04 0243-071-05 I 0243-071-06 ( 0243-071-07 I 0243-071-08 I 0243-071-09 ff( 0243-071-10 ONTARIO, CA 91761 CITY OF FONTANA () 909 975-3343 8353 SIERRA AVENUE FONTANA, CA 92335 (909) 350-6632 SHEET INDEX CONSTRUCTIONNOTES QUANTITIES 1 T17ZE SHEET - INDEX MAP, VICINITY MAP, GENERAL r�1 CONSTRUCT 6-1/2" MIN. A.C.PAVEMENT OVSR 12" MIN.OF 959' COMPACTED NATIVE 314 TONS NOTES,CONSTRUCTION NOTES, & OUAN7777ES INDEXMAp 2Q CONSTRUCT 8" CURB AND GUTTER PER C/TY OF FONTANA STD. N0. 1000 447 LF 2 ALDER AVENUE & MILLER AVENUE INTERSECT/ON SCALE 1!--50' CONSTRUCT 4" PCC SIDEWALK PER CITY OF FONTANA STD. N0. 1006 (W/DTH PER PLAN) 2,239 SF TT ALL MANHOLES, CLEANOUT FRAMES, COVERS AND 11A11/E BOXES SHALL BE RAISED TO A /n rin r rn ^^ A 1r1-1 w n FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 34. UPON COMPLETION OF CONSTRUCTION, CON7RACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTTON 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 C/TY 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. POTHOLE VERIFICA TION THE EXISIFNCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ADDITIONAL UNDERGROUND FACILITIES MAY EXIST, OR THE LOCA77ON OF FACILITIES MAY DIFFER FROM THE LOCA77ONS SHOWN ON THE PLANS. THE CONTRACTOR SHALL AT HIS OWN EXPENSE DETERMINE THE EXACT LOCA77ON OF ALL SUCH UNDERGROUND UTILITIES PRIOR TO DOING ANY WORK OR TAKING ANY ACTION THAT MAY DAMAGE SUCH FACIL177ES OR INTERFERE WITH THEIR CON77N000S OPERATIONS UPON LEARNING OF THE EXISTENCE AND LOCATION OF ANY UNDERGROUND FACIL/TIES NOT SHOWN ACCURATELY ON THESE PLANS OR NOT PROPERLY MARKED BY THE UTILITY OWNER. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE UTILITY OWNER AND THE ENGINEER BY TELEPHONE AND IN WRI77NG. TOLL FREE -800-227-2600 A PUBLIC SERVICE BY UNDERGRIIUND SERVICE ALERT REV REVISION DESCRIPTION ® CONSTRUCT RES/DENTIAL DRIVEWAY APPROACH PER C/TY OF FONTANA STD. PLAN N0. 1002 (WIDTH PER PLAN). DRIVEWAY WIDTH AND LOCATION IS SUBJECT TO CHANGE BASED ON EXISTING FIELD CONDITIONS AND/OR OWNER AND CITY INSPECTOR RECOMMENDAT/ON 2, 831 SF 5J CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. PLAN N0. 1003 2 EA © SAW CUT AND REMOVE EXISTING IMPROVEMENTS m420 SF 0 RELOCATE EX/ST/NG WATER METFR TO PROPERTY LINE BY OTHERS 5 L4 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE ® REMOVE EXIST/NG TREES AND BUSHES WITHIN PROPOSED PUBL/C RIGHT OF WAY 1 LS STREET GENERAL NOTES OBTAINED BY SEARCH OF ALL AVAILABLE RECORDS. THESE LOCAT/ONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY A90 I. ALL WORK SHALL BE /At ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD 2 EA PLANS, THE CONTRACT PROVISIONS AND THE STANDARD 'SPECIFICATION FOR PUBLIC WORKS 001WAACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE /N ALIGNMENT AND/OR GRADE OF THE PROPOSED CONSTRUCT/ON OGREEN 800K� ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE 2 L4 THE LATEST ED/TION UNLESS OTHERWISE NOTED. IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EX/ST /N THE CONTRACT DOCUMENTS THAT CAN 1 LS NOT BE RESOLVED 8Y REFERENCE TO PRECEDENCE PRO KSIONS IN THE "GREEN BOOK; THE SHOWN OR NOT SHOWN ON THESE PLANS. CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR 6 EA RESOLUTION. 3. ALL MATER/ALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE C17 ENG/NEER. 745 LF 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE C/TY OF FONTANA DEPARTMENT OF CONSTRUC770N CONTRACTOR AGREES THAT /N ACCORDANCE WITH GENERALE Y ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBIL/7Y FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSIRUC7701V OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CON77NUOUSLY AND NOT SE LIMITED TO NORMAL WORK/NG HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD CITY OF FONTANA HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, /N CONNEC77ON WITH 171E PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTION LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DES/GN PROFESSIONAL. ENGINEER/NG PR/OR THE START OF ANY WORK. INSPECT/ON COORDINATION SHALL BE 3 Eq 85 LF 3 EA 1 LA 755 SF 530 LF 1 LS REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC i RIGHT-OF-WAY WITHIN THE CITY LIMITS: CALL (909) 350-7610. 2 EI 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFF/C CONTROL POLICIES, METHODS AND ALL CONTRACTORS AND SUB CONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULAT/ONS" OF PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, 5,529 SF LATEST NON -METRIC ED/TION UNLESS OTHERWISE DIRECTED BY THE C/TY TRAFFIC ENGINEER. THE US DEPAR7MENT OF LABOR AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS 'CONSTRUCTION 6. IT SHALL BE THE RESPONSISIL17Y OF THE CONTRACTOR TO MAINTAIN BARRICADES, 148 SF DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. SAFETY ORDERS". THE CITY OF FONTANA SHALL NOT BE RESPONSIBLE /N ANY WAY FOR THE CONTRACTOR OR SUBCONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND ORDERS 7. 171E CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVAT7ON OR TRENCH WORK FOR 5 EI 1 EA TRENCHES 5 FEET OR GREATER /N DEPTH FROM THE CALIFORNIA STATF DMSION OF UNAUTHORIZED CHANGES & USES THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE OR LIABLE FOR INDUSTRIAL SAFETY. 1,123 SF 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE /N WR/TING AND MUST BE BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DMS/ON OF INDUSTRIAL SAFETY OF THE STATF APPROVED BY THE ENG/NEER PREPARING THESE PLANS. OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EX/STS FOR GROUND MOVEMENT. 9. NO MATER/AL OR EOUIPMENT SHALL SE STORED /N THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. QROFESSI o�" <� LIJ z No. 078044 m yk Exp. 9/30/13 `rq CIVIC �� TF OF � 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMAT/ON, Prepared Under The Supervision Of : Date �/�3pI/.Z HOWEVER, IT SHALL BE 171E RESPONSIBILITY OF THE CONTRACTOR TO DETFRMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXIS77NG UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT STREET IMPROVEMENT PLAN UNDERGROUND SERV/CE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 11. THE CONTRACTOR SHALL COORDINA7F CONSTRUCTION WITH FONTANA UNIFIED SCHOOL D/STP/CT AND ALL 11TIL/7Y COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TFLEPHONE, ALDER AVE & MILLER AVE TITLE SHEET INDEX MAP, VICINITY MAP, , _ & Q IES ELECTRIC, CABLE TFL£VISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMEST/C WATER, SEWER, STORM DRAIN. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACIL/TIES. 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VAL VES WITHOUT DESIGNED BY: KNT/SN APPROPRIATE AGENCY AUTHOR04T/ON. CONTRACTOR SHALL COORDINATE WITH THE APPROPR/ATE WATER COMPANY FOR VALVE OPERA TION AND WATER REOUIREMEMS 13. CURVE DATA REFERS TO THE FACE OF CURB. APPR E BY: � 14. STAT/ON/NG REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 1 15. ADEQUATE CONSTRUCT/ON CONTROL STAKES SHALL BE SET BY THE ENG/NEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO 771E PLAN GRADES. 171E CONTRACTOR SHALL BE RESPONSIBLE FOR 171E PRESERVA77ON OF BENCHMARKS AND CONSTRUCTON CONTROL STAKING DURING CONSTRUCTION. 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PR/OR N077RCATION TO THE CITY ENG/NEER. 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENG/NEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. 171E CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCT/ON SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. BASIS OF BEARING THE BEARINGS ARE BASED ON THE CENTERLINE OF ALDER AVE: AS SHOWN ON TRACT 4134, M.B. 52/69-70. BEING: N00'121001W BENCHMARK CITY OF FONTANA BM 1255. "PK" NAIL IN TOP OF CURB AT THE WEST END OF THE SOUTHWEST CURB RETURN AT THE INTERSECTION OF ALDER AVE. AND MILLER AVE. ELEVATION: 1358.31 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIME IN THE CONSTRUC7701V AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECT/VE MEANS OF DUST CONTROL, INCLUD/NG ADEQUATE WATERING, AT ALL TIME. 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VL-LOC177ES EXCEED 25 MILES PER HOUR. 21. THE CONT94CTOR 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 THE 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. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT 171E 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 LXIS77NG CONCRETE 27. 171E SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT 771E LOCATION OF THE SEWER LATER. (N/A) 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29. ALL UNDERGROUND U77L/TIES SHALL BE INSTALLED, 7F57ED 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 SOIL TESTS TAKEN AFTER COMPLETTON OF ROUGH GRADING. (N/A) 32. ACTUAL THICKNESS OF A. C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GE07FCHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. (N/A)) (TYOFFONTANA' SEL INEA VE NNLER A VEI , VUEINTERc5E�, L, T101 V jw AM=ft &*It% fP R-, VEMEY PLAIV MILLERAVE PROJECT LOCA Q Q W W W 024124f 56 I I 0243-012-25 h Q -4FOOTER/LL SL t/D ILIQ PVICINITY AP W I + NTS 0243-012-24 ti 0241201--57 1 Q I I 1 V 10243-012-22 0243-012-210243-02-20 0243-012-19 0243-012-16 12-21 �� I I I I I I W I UTIL /TYNOTIF/CA TION LIST AT&T DISTRIBUTION KINDER MORGAN ENERGY I1265 N VAN BUREN ST 1180 PARTNERS W� V ANAHL ,, CA 92807 1100 TOWN & COUNTRY RD 7 -26)- - - - 1 (7f 4) 666-5401 ORANGE, CA 92868 I - (714) 560-4409 FONTANA WATER COMPANY 11142 GARVEY AVE SC GAS 9 11 12 13 14 EL MON7E CA 91733 1981 W LUGONIA AVE REDLANOS, CA 92374 (626) 448-6183 MILLER VENUE (909) 335-7755 LEVEL 3 COMMUNICATIONS 1025 EZDORADO BL IID UT/LIQUEST FOR SCE DIST BLDG JJA-522 EDISON DISTRIBUTION I BROOMF/ELD, CO 80021 7951 REDWOOD AVE (720) 888-6482 FONTANA, CA 92336 (909) 357-6221 1 r7,7 �`< r -r ' _�` TIME WARNER CABLE 117777 r 7,1 r= r-777 r-771500 AUTO CENTER OR SEWER 0190294-08 I 0243-071-04 0243-071-05 I 0243-071-06 ( 0243-071-07 I 0243-071-08 I 0243-071-09 ff( 0243-071-10 ONTARIO, CA 91761 CITY OF FONTANA () 909 975-3343 8353 SIERRA AVENUE FONTANA, CA 92335 (909) 350-6632 SHEET INDEX CONSTRUCTIONNOTES QUANTITIES 1 T17ZE SHEET - INDEX MAP, VICINITY MAP, GENERAL r�1 CONSTRUCT 6-1/2" MIN. A.C.PAVEMENT OVSR 12" MIN.OF 959' COMPACTED NATIVE 314 TONS NOTES,CONSTRUCTION NOTES, & OUAN7777ES INDEXMAp 2Q CONSTRUCT 8" CURB AND GUTTER PER C/TY OF FONTANA STD. N0. 1000 447 LF 2 ALDER AVENUE & MILLER AVENUE INTERSECT/ON SCALE 1!--50' CONSTRUCT 4" PCC SIDEWALK PER CITY OF FONTANA STD. N0. 1006 (W/DTH PER PLAN) 2,239 SF TT ALL MANHOLES, CLEANOUT FRAMES, COVERS AND 11A11/E BOXES SHALL BE RAISED TO A /n rin r rn ^^ A 1r1-1 w n FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 34. UPON COMPLETION OF CONSTRUCTION, CON7RACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTTON 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 C/TY 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. POTHOLE VERIFICA TION THE EXISIFNCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ADDITIONAL UNDERGROUND FACILITIES MAY EXIST, OR THE LOCA77ON OF FACILITIES MAY DIFFER FROM THE LOCA77ONS SHOWN ON THE PLANS. THE CONTRACTOR SHALL AT HIS OWN EXPENSE DETERMINE THE EXACT LOCA77ON OF ALL SUCH UNDERGROUND UTILITIES PRIOR TO DOING ANY WORK OR TAKING ANY ACTION THAT MAY DAMAGE SUCH FACIL177ES OR INTERFERE WITH THEIR CON77N000S OPERATIONS UPON LEARNING OF THE EXISTENCE AND LOCATION OF ANY UNDERGROUND FACIL/TIES NOT SHOWN ACCURATELY ON THESE PLANS OR NOT PROPERLY MARKED BY THE UTILITY OWNER. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE UTILITY OWNER AND THE ENGINEER BY TELEPHONE AND IN WRI77NG. TOLL FREE -800-227-2600 A PUBLIC SERVICE BY UNDERGRIIUND SERVICE ALERT REV REVISION DESCRIPTION ® CONSTRUCT RES/DENTIAL DRIVEWAY APPROACH PER C/TY OF FONTANA STD. PLAN N0. 1002 (WIDTH PER PLAN). DRIVEWAY WIDTH AND LOCATION IS SUBJECT TO CHANGE BASED ON EXISTING FIELD CONDITIONS AND/OR OWNER AND CITY INSPECTOR RECOMMENDAT/ON 2, 831 SF 5J CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. PLAN N0. 1003 2 EA © SAW CUT AND REMOVE EXISTING IMPROVEMENTS m420 SF 0 RELOCATE EX/ST/NG WATER METFR TO PROPERTY LINE BY OTHERS 5 L4 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE ® REMOVE EXIST/NG TREES AND BUSHES WITHIN PROPOSED PUBL/C RIGHT OF WAY 1 LS 490 I 2 OBTAINED BY SEARCH OF ALL AVAILABLE RECORDS. THESE LOCAT/ONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY A90 RELOCATED EXISTING SEWER CLEANOUT 2 EA Apr 26, 12 - 4:43pM 001WAACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE /N ALIGNMENT AND/OR GRADE OF THE PROPOSED Q CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA SID. PLAN N0. 1004 2 L4 IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES Q MODIFY LANDSCAPE IRRIGATION, LIGHTING, AND/OR ANY ELECTRICAL SYSTEM AS NEEDED 1 LS SHOWN OR NOT SHOWN ON THESE PLANS. O2 RELOCATE EXIST/NG POWER POLES BY OTHERS 6 EA © CONSTRUCT NEW CHAIN LINK FENCE AND GATES 0 NEW PROPERTY LINE 745 LF CONSTRUC770N CONTRACTOR AGREES THAT /N ACCORDANCE WITH GENERALE Y ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBIL/7Y FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSIRUC7701V OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CON77NUOUSLY AND NOT SE LIMITED TO NORMAL WORK/NG HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD CITY OF FONTANA HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, /N CONNEC77ON WITH 171E PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTION LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DES/GN PROFESSIONAL. ® EX/STING IR4f77C SIGN. SEE SIGNING AND STRIP/NG PLAN /S77 © EX/NG F/RE HYDRANT BY OTHERS REMOVE RELOCATE EXXI 77 BLOCK WALL ©AL /UST WATER VALVE TO GRADE PER CITY OF FONTANA STD PLAN NO. 6000 @ ADVUST EXISTING MANHOLE FRAME AND COVER TO GRADE f9 CONSTRUCT 10' CROSS GUTTER PER C/TY OF FONTANA STD PLAN NO 403 ® REMOVE EXISTING CHAIN LINK FENCE AND GATE ©PROTECT /N PLACE 3 Eq 85 LF 3 EA 1 LA 755 SF 530 LF 1 LS Q RELOCATE EX/ST/NG PULLBOX BY OTHERS 2 EI ALL CONTRACTORS AND SUB CONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULAT/ONS" OF © GRIND EXISTING PAVEMENT AND OVERLAY TO MATCH EXISTING PAI/EMENT PER DETAIL A' HEREON 5,529 SF THE US DEPAR7MENT OF LABOR AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS 'CONSTRUCTION ® INSTALL 4" PCC WALKWAY (WIDTH PER PLAN) 148 SF SAFETY ORDERS". THE CITY OF FONTANA SHALL NOT BE RESPONSIBLE /N ANY WAY FOR THE CONTRACTOR OR SUBCONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND ORDERS © RELOCATE EXIST/NG GUY WIRE BY OTHERS REINFORCE CURB AND GUTTER W/ 14 0 10" OC - 24" LONG. © CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER CITY OF FONTANA STD. PLAN N0. 1001 (WIDTH PER PLAN). DRIVEWAY WIDTH AND LOCATION /S SUBJECT TO CHANGE BASED ON 5 EI 1 EA UNAUTHORIZED CHANGES & USES THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE OR LIABLE FOR EX/STING FIELD CONDITIONS AND/OR OWNER AND CITY INSPECTOR RECOMMENDAT/ON 1,123 SF UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE /N WR/TING AND MUST BE APPROVED BY THE ENG/NEER PREPARING THESE PLANS. 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 QROFESSI o�" <� LIJ z No. 078044 m yk Exp. 9/30/13 `rq CIVIC �� TF OF � Prepared Under The Supervision Of : Date �/�3pI/.Z CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN DRAWN BY: KNT/SN ALDER AVE & MILLER AVE TITLE SHEET INDEX MAP, VICINITY MAP, , _ & Q IES SCALE: AS SHOWN DESIGNED BY: KNT/SN DATE: 4/23/12 CHECKED BY: APPR E BY: � DRAWING NO.: 1 DATE I ENGR. CITY I DATE I STAN DARDS IN EFFECT. %k� NOEL A. CASTILLO R.C.E. C78044 DATE: SN r CITY ENGINEER R.C.E. 51152 490 I 2 S\DESIGN SECTION\CIP IMPROVEMENTS\Miller at Alder Project\SHEET Ldwg Apr 26, 12 - 4:43pM