Loading...
HomeMy WebLinkAbout3237-1GENERAL NOTES 1. 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 THE CONTRACT 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 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 UNDERGROUND 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 EXI 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 1S 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. , I' p-ag, G 21 ® FREEWA P.Q. 23 �� o n .24 U, VICINITY MAP [ < mNOT TO SCALE i CONSTRUCTION NOTES QUANTITIES 1a CONSTRUCT 6 1/2" AC PAVEMENT (MIN.) OVER 12" COMPACTED 155,50 SF NATIVE MATERIAL (SEE CITY STD. #1001) 2O- CONSTRUCT 8" CURB & GUTTER PER CITY STD. PLAN NO. 1003 4,670 LF *a^ INDEX MAP3a-- CONSTRUCT 8" MEDIAN CURB PER CITY STD. PLAN NO. 1003 4;198 LF ,, '' SCALE: 1 " = 200' 6a- CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD. PLAN NO. 1015 9,862 SF W = PER PLAN INSTALL STREET LIGHT (SCE #20) 22,000 LUMEN HPSV 16 EA PER CITY STD. PLAN N0 1016,. ,, ,,�� ,� -� %,, ---w-,, ,---,- -li" ,. ,.,-v--, ., v N` TRUGT- LAC-�0.�DEPRRESSIGN-PER-A I?W.- -ST u -P L , � , �� 1 r��� of nni DETAIL -ON �HEET-4- C -ASC ---A, W-�.. �..-. ALL PARKWAY IMPROVEMENTS DEFERRED UNTIL 13 ADJUST AHOLETO _NEW GRADE PER CITY STD. PLAN NO. 109 10 EA DEVELOPMENT OF ADJACENT PLANNING AREA. 14 INSTALL 1-4" & 1-6" SCHEDULE 40 PVC PIPE SLEEVES PER 113 LF IRRIGATION WATER LINE AND CONTROL WIRES, N'LY S'LY WITH MAGNETIC TAPE, 5' PAST CURB FACE R/W 106' R/W N'LY S, LY 15 INSTALL 2-3" RIGID METAL CONDUIT AND PULL ROPE 80 LF R/W 106' R/W PER SCE CONDUCTORS 16' 40' CL 50' 17 SAW -CUT ,4ND REMOVE EXISTING AC PAVEMENT 726 SF CL �. 1' 30 10' 10' 30' 50 )g CONSTRUCT MODIFIED COMMERCIAL DRIVEWAY PER CITY STD � y 1280 5F ' ;T. GROUND 5p 30' 10' 10' 30' 5, 5, 10' PLAN 1005A W=30, R=50' 10 CONSTRUCT RAMPED CURB RETURN PER CITY STD- DWG. NO. 1006. /�4 EA. 5, 10 - 0.71 4.5 5 0 15, EARTHWORK _ - 1.5' 0.71 2:1 MAX./-; . �< TYP. I �7 (INTERIM) 1 2% 2q 1 �y TYP. 2% I2q �- LEVEL LINE 'Z .F + �-= --=_ 2% 2% - - -% _ - - - _ _LINE 3:1 ' i i I L---- w. 22%_LEV--=� CUT 24,172 CY � EL MAX. --___----___ - - ____------- t FILL 782 CY STORM DRAIN GONSTRU TION NOTES- PROP. CONC. I; .` . CONCRETE SIDEWALK © ROUGH GRADE SIDEWALK 70 CONSTRUCT J.S. PER APW/� STO PLAN 331-2. LINE A .4S" F3 = IS- C = 4.Z1'; D= 60" PROP. CONC. PROPOSED PROP. CONC. CONC. CURB MED. CURB CONC. CURB ZI INSTALL IS" RCP D -LOAD PER PLAN. 56 L�. CURB & GUTTER MED. CURB - CURB & GUTTER AND GUTTER AND GUTTER CONSTRUCT CURB OPENING CATCH BASIN PER APWA STD. PLAN EA O O O 300- Z W 4 V PER PLAN. r 23 CONSTRUCT LOCAL DEPRESSION PER APWA STD. PLAN 313-1 CASE A 3 EA *Is` DETAILS ON SHT. 2 $ 3. TYPICAL SECTION ROUGH GRADE SECTION 24 CONSTRUCT COLLAR PER APWA'STD PLAN 380-2. ! EA ., STA. 44+62.79 TO STA. 67+57.61 STA. 44+62.79 TO STA. 67+57.61' ..e` W w SIERRA LAKES PARKWAY SIERRA LAKES PARKWAY �.-- - .m�w........ NTS NTS SAWCUT, FEMOVE tr_Al,iTIN6 Cop,?, A GUTTF-R,, SIDEWAU', AND GONSTR,UCT 534 S� commep,CIAL mivF-WAY mp- CITY STD• DWG. 1005 A ( W = 40') , 0 O SAWCU`i', REMOVE ,SID RX-FLAGE Me, A,G, PAVEMENT. 120 s� CITY OF FONTANA `UTILITY NOTIFICATION LIST LEGEND CITY OF FONTANA PACIFIC BELL CO. , A.C. ASPHALTIC CONCRETE P.C.C. PORTLAND CEMENT CONCRETE ATTN: CARLOS NAVARRO - ATTN: VIRGINIA BECKER PRIVATE ENGINEERS NOTICE TO CONTRACTORS B.C. BEGIN CURVE (R) RIDGE LINE 8353 SIERRA AVENUE 3939 E.CORONADO STREET B.V.C. BEG. VERTICAL CURVEB•W• BACK SIDEWALK R/W RIGHT OF WAY FONTANA, CA 92335 ANAHEIM, CA 92807 (909) 350-6632 (714) 666-5467 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES C•CATCH BASIN TAN. TANGENT SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; C.C.L. CENTERLINE T.C. TOP OF CURB SO. CALIFORNIA GAS COMPANY COMCAST (CABLE TV) TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT E.C. END CURVE W WIDTH E.P.EDGE PAVEMENT V VERTICAL DEPTH ATTN: GREG GASPAR ATTN: JACK HAYES THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE 16231 VALLEY BLVD. 1205 DUPONT AVENUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE E.G. EDGE GRADE (590.77) INDICATES EXISTING ELEVATION FONTANA, CA. 92335 ONTARIO, CA. 91761 DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- E.V.C. END VERTICAL CURVE (909) 428-8411 (909) 390-4738 SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT F.L. FLOW LINE 590.77 INDICATES PROPOSED ELEVATION EMERGENCIES: (800) 427-2200 SHOWN ON THESE DRAWINGS. F.S. FINISH SURFACE INDICATES SLOPE > 4 1 GENERAL TELEPHONE COMPANY G.B. GRADE BREAK SO. CALIFORNIA EDISON COMPANY ATTN: STEVE HOCK THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS- H.P. HIGH POINT 0 AC PAVEMENT 7951 REDWOOD AVE. 1400 E. PHILLIPS BLVD. IBIL.ITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION INV. INVERT ® REMOVAL FONTANA, CA. 92335 ONTARIO, CA. 91766 OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT O.C. ON CENTER 909820-5598 - UNDERGROUND (800) 422-4133 THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; ® GRIND 909 875-5100 - TRANSMISSIONS AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER 213 637-1233 - PIPELINES FONTANA WATER COMPANY AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, 909 357-6233 - DISTRIBUTION ATTN: MICHAEL J. McGRAW IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING BENCHMARK: No. 615 [HE ASIS OF BEAPoNGS`• 800 422-4133 8440 NUEVO AVENUE FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE RAILROAD SPIKE AT INTERSECTION HE BEARING OF N89'30'06"E ALONG FONTANA, CA 92335 ENGINEER. OF CITRUS AVE. AND LOS CEDROS HE No. LINE OF SEC. 30, T.1 N.,R.5W., CRAWFORD CANYON MUTUAL WATER CO. (909) 822-2201 AVE., IN POWER POLE NO. 9011 E .B.M. PER R.S. 58/5, WAS USED AS ATTN: BILL VANDERKIEFT, JR. FAX: (909) 823-5046 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ON THE EAST SIDE OF CITRUS AVE. BASIS OF BEARINGS FOR THIS (619) 868-6040 ALL. DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. M IWATI( . 1497 fi4 PLAN. s J:\826-1163\SLPrwvRealian\STR1.dwa. Plot. 10/16/2002 09:22:27 AM. dis i