The URL can be used to link to this page

Home My WebLink About3264-11. 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 UNLESS OTHERWISE NOTED. 2. WHEN TECHNICAL CONFLICT IS FOUND TO EXIST IN THECONTRACT DOCUMENTS THAT CANNOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT 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. 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. 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 SAFETY. 8. 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 SEPARATE PERMIT FOR THAT PURPOSE. 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION. 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 UNDER- GROUND 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 TO, 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. 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 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 SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS 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 LATER REPLACEMENT OF THE MONUMENT. 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION 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 DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 21. 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 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 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 UNDER GROUND 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 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 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. 11r �Jr 4 E r } f r INDEX SHEET 1 TITLE SHEET 20 40 SCALE 2 ST. PLAN-EDELWEIS STREET R/W R/W 3 ST. PLAN -MUMS STREET AND Ll -VENDER STREET CITY OF FONTANA UTILITY NOTIFICATION LIST CITY OF FONTANA PACIFIC BELL CO. ATTN: CARLOS NAVARRO ATTN: VIRGINIA BECKER 8353 SIERRA AVENUE 3939 E.CORONADO STREET FONTANA, CA 92335 ANAHEIM, CA 92807 (909) 350-6632 (714) 666-5467 SO. CALIFORNIA GAS COMPANY COMCAST (CABLE TV) ATTN: GREG GASPAR ATTN: JACK HAYES 16231 VALLEY BLVD. 1205 DUPONT AVENUE FONTANA, CA. 92335 ONTARIO, CA. 91761 (909) 428-8411 (909) 390-4738 EMERGENCIES: (800) 427-2200 GRADE BREAK H.P. GENERAL TELEPHONE COMPANY SO. CALIFORNIA EDISON COMPANY ATTN: STEVE HOCK 7951 REDWOOD AVE. 1400 E. PHILLIPS BLVD. FONTANA, CA. 92335 ONTARIO, CA. 91766 909820-5598 - UNDERGROUND (800) 422-4133 909 875-5100 - TRANSMISSIONS m 213 637-1233 - PIPELINES FONTANA WATER COMPANY 909 357-6233 - DISTRIBUTION ATTN: MICHAEL J. McGRAW 800 422-4133 8440 NUEVO AVENUE SF FONTANA, CA 92335 CRAWFORD CANYON MUTUAL WATER CO. (909) 822-2201 ATTN: BILL VANDERKIEFT, JR. FAX: (909) 823-5046 (619) 868-6040 UNDERGROUND SERVICE ALERT 6 EA/13 (800) 227-2600 PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF R RO OR STRUCTURES SHOWNSHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT ON THESEDRAWINGS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS- IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLYAND NOT BE LIMITED TO NORMAL WORKING• 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 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. P.U.E. _ P.U.E. 5' S' 20' CL 20' S 5' 2:1 0.5'I LEVEL LINE 10.5' MAX. TC=CL-0.01 2:1 MAX. 2% --�- 2.0% 2.0% 2,y. coNC. 5 III -III- p' SIDEWALK CONC. 1 SIDEWALK CONC. CURB B�CONC.CURB &GUTTER `` & GUTTER 7_71DELT11EIS ST., MUMS ST., LAVENDER ST. NOTTO SCALE TO BE VERIFIED R/W R/W 50' P.U.E. P.U.E. 5' 5' 20' CL 20' 5' 5' 2:1LEVEL LINE ( 2:1 MAX. /' A0.1 1 ' MAX. EXIST. CONC. SIDEWALK EXSITING 6" CONC.CURB & GUTTER - I F EXIST. CONC. EXISTING 6" SIDEWALK 9 CONC. CURB R`oIV ��/ & GUTTER TYPICAL SECTION EXIST.MUMS ST., EXIST. LAVENDER ST., BENCH EXIST.L T. CITY c (PER TR. NO. 13926 ST. IMP. PLAID, DWG. NO. 2060 -REV) 360 A NOT TO SCALE SOUTF TI ® 5.5 AND E �l mmillylvivis BASELINE CONSTRUCT 4 1/2" AC PAVEMENT (MIN.) OVER 12" COMPACTED BEGIN CURVE B.V.C. BEG. VERTICAL CURVE B.W. ROAD 33,960 Li w w D w 1,807 w EDGE PAVEMENT w CONSTRUCT P.C.C. CROSS GUTTER PER CITY STD. PLAN NO. 104 E.V.C. END VERTICAL CURVE F.L. FLOW LINE MODIFIED TO 8' AND 10' WIDE WHERE INDICATED ON PLAN. 2,422 w GRADE BREAK H.P. CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO, 1006. t�w EA �L w w w w m MILLER AS SHOWN, W = 16' UNLESS NOTED ON PLAN. AVENUE d SF ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY STD. NOS. 109 & 130. 6 EA/13 EA _< #7). 4 EA INSTALL STREET NAME SIGN PER CITY STD. NO, 139 3 EA 10 L. L, 3 EA PER CITY STD. PLAN NO, 139 _j V) FOOTHILL BOULEVARD V V) Q -i Ci`_ w � W cl� y E= CL z ARROW < AVENUE mmillylvivis 11 SAW CUT EXISTING PAVEMENT 12 REMOVE EXISTING PAVEMENT 13 REMOVE EXSTING CURB AND GUTTER 14 REMOVE EXISTING BARRICADE 15 REMOVE EXSTING SIDEWALK R/W 50' CL LANDSCAPE/HARDSCAPE (NO PEDESTRIAN ACCESS) 2:1 MAX.,'- \, 5' 1 20' 'RECORD DRAWN( iii THESE F1E ;,':0 47F"iAWiN`GS �•#XIE RlEe1l I'aR fArr..0. W PART; ON `a ., a a ASISl OF INFORMATION rokjr, i!,p� ,t ,k o 'I.,RI1'NI W``,.: GY OTI o" & TII ENIQa NEER WILL Nio F1.E, rw � ONl4 k t a. E FOF��AiVY' F3RORS OR ®MBIa�,�IC�,.�, I�IflI-I AVE BLE,14 HIICORFOR&ED IINT6 THE DOCUMENTS, AS EXISTING 6" CONC. CURB & GUTTER 7 7- 20' LEVEL LINE .1 1' 2.77 m 180 LF 864 SF 90 LF 3 EA 405 SF R/W P.U.E. 5' 5' 2:1 MAX. �2% -- CONC. SIDEWALK STA. 050.26 TO 1 X10.23 PER TR. NO. 13926 VARIES FROM 1.0% TO 1.6L EXISTING 6" ST. IMP. PLAN (REVISED) CONC. CURB 5C R/W & GUTTER TYPICAL SECTION HEMLOCK (PER TR. NO. 13926 ST. IMP. PLAN, DWG. NO. 2080 -REV.) NOT TO SCALE TI = 5.5 m-Ammwl A.C. (D CONSTRUCT 4 1/2" AC PAVEMENT (MIN.) OVER 12" COMPACTED BEGIN CURVE B.V.C. BEG. VERTICAL CURVE B.W. NATIVE MATERIAL COMPACTED TO 95% (SEE GENERAL NOTES 31 & 32). 33,960 SF C.L. CENTERLINE CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003. 1,807 LF EDGE PAVEMENT E.G. CONSTRUCT P.C.C. CROSS GUTTER PER CITY STD. PLAN NO. 104 E.V.C. END VERTICAL CURVE F.L. FLOW LINE MODIFIED TO 8' AND 10' WIDE WHERE INDICATED ON PLAN. 2,422 SF GRADE BREAK H.P. CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO, 1006. 6 EA O.C. ON CENTER CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015 8,156 SF CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 102 AS SHOWN, W = 16' UNLESS NOTED ON PLAN. 1,800 SF ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY STD. NOS. 109 & 130. 6 EA/13 EA INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD. PLAN NO. 1016 (SCE #7). 4 EA INSTALL STREET NAME SIGN PER CITY STD. NO, 139 3 EA 10 INSTALL R1 STOP SIGN W/ LIMIT LINE & "STOP" LEGEND 3 EA PER CITY STD. PLAN NO, 139 11 SAW CUT EXISTING PAVEMENT 12 REMOVE EXISTING PAVEMENT 13 REMOVE EXSTING CURB AND GUTTER 14 REMOVE EXISTING BARRICADE 15 REMOVE EXSTING SIDEWALK R/W 50' CL LANDSCAPE/HARDSCAPE (NO PEDESTRIAN ACCESS) 2:1 MAX.,'- \, 5' 1 20' 'RECORD DRAWN( iii THESE F1E ;,':0 47F"iAWiN`GS �•#XIE RlEe1l I'aR fArr..0. W PART; ON `a ., a a ASISl OF INFORMATION rokjr, i!,p� ,t ,k o 'I.,RI1'NI W``,.: GY OTI o" & TII ENIQa NEER WILL Nio F1.E, rw � ONl4 k t a. E FOF��AiVY' F3RORS OR ®MBIa�,�IC�,.�, I�IflI-I AVE BLE,14 HIICORFOR&ED IINT6 THE DOCUMENTS, AS EXISTING 6" CONC. CURB & GUTTER 7 7- 20' LEVEL LINE .1 1' 2.77 m 180 LF 864 SF 90 LF 3 EA 405 SF R/W P.U.E. 5' 5' 2:1 MAX. �2% -- CONC. SIDEWALK STA. 050.26 TO 1 X10.23 PER TR. NO. 13926 VARIES FROM 1.0% TO 1.6L EXISTING 6" ST. IMP. PLAN (REVISED) CONC. CURB 5C R/W & GUTTER TYPICAL SECTION HEMLOCK (PER TR. NO. 13926 ST. IMP. PLAN, DWG. NO. 2080 -REV.) NOT TO SCALE TI = 5.5 m-Ammwl A.C. ASPHALTIC CONCRETE B.C. BEGIN CURVE B.V.C. BEG. VERTICAL CURVE B.W. BACK SIDEWALK C.B. CATCH BASIN C.L. CENTERLINE E.C. END CURVE E.P. EDGE PAVEMENT E.G. EDGE GRADE E.V.C. END VERTICAL CURVE F.L. FLOW LINE F.S. FINISH SURFACE G.B. GRADE BREAK H.P. HIGH POINT INV. INVERT O.C. ON CENTER P.C.C. PORTLAND CEMENT CONCRETE (R) RIDGE LINE R/W RIGHT OF WAY TAN. TANGENT T.C. TOP OF CURB W WIDTH V VERTICAL DEPTH (590.77) INDICATES EXISTING ELEVATION 590.77 INDICATES PROPOSED ELEVATION _ INDICATES SLOPE > 4 : 1 AC PAVEMENT REMOVAL GRIND