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Home My WebLink About2719-1rdRHURCHImmi CITY OF FONTANA GENERAL NOTES 1. ALL WORK SHALL 8E IN AGCORDANCE HITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROV151CN5 AND THE STANDARD 5PECIFIGATION5 FOR PUBLIC WORK5 CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATION AND STANDARDS SHALL BE THE LATEST EDITION UNLE55 OTHERWI5E NOTED. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CiTY OF FONTANA ENGi%EERi 46 OM51ON PRiOR TO THE START OF ANY WORK. INSPECTION COORINATION SHALL BE REQUESTED AT LEAST THD WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIG RIGHT-OF4-)AY AY WITH4N THE CITY LHT5. GALL (" 350-7610. 3. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 4. CURVE DATA RSTHZ5 TO THE FACE OF CURB. 5. 5TATIONINC-7 REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWI5E NOTED. b. THE CONTRACTOR SHALL INSTALL PAVEMENT MARKINGS AND 5TRIPIN6 AS REQUIRED BY THE CITY TRAFFIC EN6INEER. 1. ALL UNDER6 Z0tW UTILITIES SHALL BE INSTALLED, TESTED AIS APPROVED PRIOR TO PAVIN6 OF STRETS. 6. THE LOCATIONS OF THE UTILITIES SHOhNN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOGATON AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXER 15E PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDER61ROUND SERVICE ALERT AT 1-800-422-4133 TWO WORKING DAYS BEFORE EXCAVATION. Q. ALL MANHOLES, CLEANOUT FRAMES, GO'v<ER5 AND VALVE 80XES SHILL BE RAID TO FINISHED GRADE BY THE PAYING CONTRACTOR UPON COMPLETION OF PAVING. 10. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INGLUDIN6 BUT NOT LIMITED TO, 6A5, TELEPHONE, ELECTRIC, GABLE TELEVISION, LAN05GAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, 5EHER, STORM DRAIN, FLOOD CONTROL AND GALTRAN5. ALL UTILITY COMPANIES SHALL BE GIVEN TWO HORKIN6 DAYS NOTICE PRIOR TO WORK ARrOUND THEIR FAGII.,ITIES. 11. A5 -BUILT DRAWIN655 SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, HHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 12. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BI= DET_'RMHV AT THE TIME OF G0145TRUGTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 13. WHEN CONFILICT 15 FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENIGE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 14. APPROVED SOIL STERILANT 15 REGIUIRED UNDER ALL NEW ASPHALT PAVEMENT PRiOR TO PLACAEM31'T. 15. ALL EXPOSED GONIGRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FIN15H TO MATCH EXISTING CONCRETE. Ib. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND 11. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERAIL, MUD, SILT OR DEBRIS TO TE DEP051TED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WITTEN APPROVAL. 18. IST SHALL SE THE RESPON518iLiTY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. 14. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER 20. ADEQUATE GON5TR .,TION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO GON5TRUGT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENGHKARKS AND CONSTRUCTION CONTROL 5TAKW7 DURING GONSTRUGTION. 21. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SHALES FROM UNDERMINING STREET IMPROVEMENTS: UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NONERODEALBE SHALES ENTERING OR LEAVING IMPROVEMENTS. 22. THE CONTRACTOR SHALL NOT DISTURB EXISITN6 SURVEY MONUMENTS, MONUMENT TIES OR BENCHMARKS HTHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 23. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONI ENT5, MONNIMENT TIES AND BENCHMARKS, SHALL BE DONE BY A REC715TERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY M0M#-E T5 THAT WILL BE DESTROYED AS A RESULT OF THI5 GON5TRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION 50 THAT TIES TO MONUMENTS CAN 8€ ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 24. PAVEMENT STRUCTURAL SECTIONS 5HOHN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER A5 DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH 6RADIN6. UNDERGROUND SERVICE ALERT Call: TOLL FREE 1-800-422-4133 TWO WORKING DAYS BEFORE YOU DIG Ili�� rI ►,7 Il�iIII 1")O�Tl+ 1�Il�i�T'l� 131AIi�T Z. ACTUAL THICKNESS OF AG. PAVEMENT AND/OR BASE COURSE MATERAiL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A 6EOTEGHNiGAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH 6RADEIN6. 26. THE CONTRACTOR "kLL MAtNtTA1N ACCESS FOR LOCAL 1:;1 tM AND Lxr_71C5Se5 AT ALL TfML'5. A MfN114H 12 FOOT LAW 5HALl_ BE K"TAIN€D AT ALL TWE5 IN THE GL051A-€ AREA FOR R€59 EXT5 AND .RCENGY VE##ZZES. 21. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WOTIHOUT PRIOR APPROVAL OF THE IN5PEGTOR. 28. THE CONTRACTOR SHALL PROVIDE AND MANTAiN AN EFFECTfVVL MANS OF DUST GON"TROL, INGLUDIN6 AVEGIUATE WATERIN6, AT ALL TIMES. 2g. ALL GRADING OPERATIONS SHALL BE 015GONTIiUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 30. THE GONTRAGTOR SHLL GOMPLY WITH ALL NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (N.P.D.E.5) PERMIT REQUIREMENTS. 31. THE CONTRACTOR SHALL CONTACT LIME 5ERVICE ALERT FOR UTILITY LOCATION TWO Y ORKN6 DAYS BEFORE EXCAVATION AT 1-800-422-4133. 32. THE CONTRACTOR SHALL DETERMINE QUANTITIES FOR BIDDING PURPOSES. QUANTITIES 5HOHN HEREON ARE ONLY FOR DETERMINATION OF PERMIT FEES. ANY ITEM OF WORK REQUIRED BY THESE PLANS, H41GH 15 NOT LISTED ON THE BID FORM, SHALL BE CONSIDERED INCIDENTAL TO AND INGA..UDED IN THE OTHER ITEMS OF WORK FOR PAYMENT PURP05E a. LEGAL DESCRIPTION THE PROP05ED BUILDING 15 ON PARCELS No. I OF PARCEL MAP 11135, BEING A DIV15ION OF A PORTION OF THE EAST ONE-HALF OF THE SOUTHEAST ONE-QUARTER OF THE 5OUTHhE5T ONE-QUARTER OF SECTION 35, TOM5HIP I NORTH, RANGE 6 HEST, SAN BERNARDINO BASE AND MERIDIAN, RECORDS OF SAN BERNARDINO COUNTY, STATE OF CALIFORNIA. ENGINEER'S NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES 5HOHN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD 13Y THE GONTRAGTOR, 50 THAT ANY NECE55ARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR 15 REQUIRED TO TAKE DUE PRECAUTIONARY MEASURE TO PROTECT ANY UTILITY LINES 5HOHN AND ANY OTHER LINES NOT OF RE 01W OR NOT 5HOHN ON Tffk PLANS. Iil�� ii 1 1, PROJECT NAME AND ADDRESS FRIENDSHIP COMMUNITY CHURCH � 14800 BASELINE A\/E,...NUE, FONTANA, CALIFORNIA 92336 PRIOR APPROVAL GOND I T I ONAL V5E PERMIT No, q 8-13 APPROVW ON OGTOMR 12, Igg8 BY THE CITY OF FONTANA PLANNUN6 GOWI _- - ION ONN LOF E.Kom FRI END5HI P GOMMUNI TY CHURCH 14800 13ASELIW ROAD FONTANA, CALIFORNIA 82336 (") 84q-lbb0 LEGEND T.O.F. TOP OF FOOTTNi T.O.W. TOP OF WALL P.E. PAD ELEVATION F.F. FINISH FLOOR 6B. GRADE BREAK G.F. GARAGE FLOOR H.P. HIGH POINT F.L. FLOW LINE F.G. FINISH GRADE F.S. FINISH 5URFAGL 8.51. BUILDING SETBACK LINE RM RIGHT-OF-WAY EL. ELEVATION N.T.S. NOT TO SCALE TG THEME WALL TOP OF C )RS TS TOP OF SLOPE ® DEEPENED FOOTING #-+ STREET LIGHT FIRE HYDRANT P.I.P. PROTECT IN PLACE DATE I EIM I CITY I DATE BEWA MAM SPIKE IN NORTH FACE OF PP #15366g1E AT 5. R CORNER OF BASELINE AVENUE AND 5ULATANA AVENUE ELEVATION: MDI ;Q FES JAMES F MI�RfiN JAMES al,, Z m NM 27217 M EXP. 9.31-01 �� CAV►Fp� BASIS OF BEARING& THE BA6I5 OF BEARIi BASELINE AVENUE BE....... ..� . PER P.M. 135/271 OUALLEY ENGINEERING CORPORATION PLANNING, ENGINEERING, SURVEYING FA CONSTRUCTION MANAGEMENT DRAM BY: 720 WEST SIXTH STREET, CORONA, CA 91720 LGE 909 734 0633 FAX 909 737 9487 0;1DESIGNED BY: PLANS F'REPA LNPM THE 5LFER'05ION OF LGE r4 CHECKED BY: • JO'M JAMES P.E,. L FEBRUARY 08, i9ei CITY OF FONTANA, CALIFORNIA INTERIM CONSTRUCTION BASELINE AVENUE SCME. AS NOTED STREET IMPROVEMENT PLAN DATE: FROM LIVE OAK AVENUE TO Tod WEST 02-03-" APPROVED BY-0.DRAWING N: Fs 3• i.3'• t � V (9 3 CIENGINEER R.C.E 25126 DATE: 0)GON5TR1)GT 3" A.G. PAVEMENT ON 4" GLA55 II BASE. 2a ----CONSTRUCT 6" CURB ONLY PER GIN STANDARD DETAIL No. 101 �GONSTRUGT 6" CURB AND GUTTER PER PER GIN STANDARD DETAIL No. 101 4a -CONSTRUCT 3" THICK CANGRETE SLAB ON GRADE INSTALL 42'x29", 12 GA., CORRUGATED STEEL PIPE ARCH 5 GULVERTS PER DETAIL "A" THIS SHEET (MATCH EXISTING). OCONSTRUCT PRIMATE FIRE HYDRANT PER FIRE SYSTEM PLANS O (BY OTHERS) •l --CONSTRUCT 8' FIRE LINE PER FIRE SYSTEM PLANS (BY OTHERS) 8 CONSTRUCT DETECTOR CHECK VAL�(E PER FIRE SYSTEM PL,4N5 (BY OTHERS) 9a --CONSTRUCT 8" A.G. BERM a__LNOT USED GO1JrTR11GT b" V.G.P. PIPE SEWER LATERAL PER GIN OF �)�,FONTANA STANDARD DETAIL No. 125 IIAGONSTRd1GT 6" DIIGTILE IRON PIPE SEAMLATERAL PER GIN OF FONTANA STANDARD DETAIL No. 125 12CONSTRUCT GLEAN -OUT PER GIN OF FONTANA STANDARD DETAIL No. 125 f 125A OR 1258 G CON5TRUCTION NO-f�S OUALLEY ENGINEERING CORPORATION PLANNING, ENGINEERING, SURVEYING FA CONSTRUCTION MANAGEMENT DRAM BY: 720 WEST SIXTH STREET, CORONA, CA 91720 LGE 909 734 0633 FAX 909 737 9487 0;1DESIGNED BY: PLANS F'REPA LNPM THE 5LFER'05ION OF LGE r4 CHECKED BY: • JO'M JAMES P.E,. L FEBRUARY 08, i9ei CITY OF FONTANA, CALIFORNIA INTERIM CONSTRUCTION BASELINE AVENUE SCME. AS NOTED STREET IMPROVEMENT PLAN DATE: FROM LIVE OAK AVENUE TO Tod WEST 02-03-" APPROVED BY-0.DRAWING N: Fs 3• i.3'• t � V (9 3 CIENGINEER R.C.E 25126 DATE: