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Home My WebLink About4211-1GENERAL NOTES 1, ALL 1,A/ORK SHALL BE IN ACCOFiDANCE WITH -I-HESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPEC I F ICA -I -IONS F',('.')R PUBLIC'AlORKS (""ONSTRUCTION ("GREEN BO�OK"), ALL REFERENCOE SPEQIF�CATIONSAND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2, WHEN A TECHNICAL CONFLICT I$ FOUND 'm EXIST INTHE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY'REFERENCETO, PRE-CEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORTSA,ID CONFLICTTO THE CITY ENGINEER FOR RESOLUflON, 3, ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER, 4, CONSTROCI ION PERMITS SHALL BE OBTAINED FROMTHE CITY OF FOiNTANA COMMUNffY DEVELOPMENT DEPARTMENT EN(.`I�NEERiNG DIVISION PRIORTO HE START OF ANY WORK, INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO HE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. C"ALL (909) 350-7610 5, THE CON'TRACTOR, SF-IALl CONFORM TO ALL TRAFFIC CONTROL POLK31ES, METHODS AND PROCEDURES DESCRIBED IN THE SATED OF CALIFORNIA MANUAL (,,.)F -I-RAFFIC CONTROLS, LATEIST EDITION UNLESS OTHERWISE DIRE(l'.'#TED BY THE CITY TRAFFIC ENGINEER, 6� IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DEUNEATORS OR OTHER TRAFFIC CONITROL DEVICI'E'S AT ALLTWES. T THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES FEETOR GREATER IN DEPTH FROMTHE CALIFORNA STATE DIVISION OF INDUSTRIAL SAFETY. & THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE 07L)ARDED, BY SHORING, SLOPING OF THE GR(DUND OR OTHER APPROVED MEANS PURS(JANTTO THE REQUIREMENTS OF'THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEETSHALL 9, NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC R�GHT OF WAYWITHOUT OBTAININGA SEPARATE PERmrr FOR THAT PURPOSE, 10 THE LOCATIONS OFUTILITIE'S SHOWN HAVE BEN DETERMINED FROMAVA�LABLE INFORMA-riON, 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 PROPE"--*R PRECAUTION TO AVOID DAMAGE THERETOTHE CONTRACTOR SHALL. CONTACT UNDERGROUND SER=E ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 11 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANTOR WATER MAIN VALVES WITHOUT APPROPRIATE LIMITED TO, GAS TELEPHONE, ELECTRIC, CABLETELEV00N, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER SEWER, STORM DFZAIN, F'LOOD CONTROL AND GAL-rRANS, ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK, AROUND THEIR FACILITIES. 12,THE CONTRACTOR SHALL NOTOPERATE ANY FIRE HYDRANT OR WATE"R MAIN VALVES WITHOUT APPROPRIATE AGENCY ALITHORQAflON. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FORVALVE OPERATION ANDWATER REQUIREMEN"rs, 13, CURVE DATA REFERS TOTHE FACE OF CURB� '14. STATIONING REFERSTO THECENTERLINE OF STREETS EXC�EPTWHERE OTHERWISE NOTED. 15,ADEOLIATE CONSTRUCTION CONTR('-)L STAKES SHALL BE SET By "rHE"EN(I-73�NEERTO ENABLETHE GONTRACTORTO CONSTRUC r' THE WORK TO THE PLANS GRADES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTRiDL STAKING DURING CONSTRUCTION, 16,THE CONTI-3ACTOR SHALL NOT DIST[JRB EXISTING SURVEYMONUMENTs, MONUMEN rl"IES OR BENCH MARKS WITHOUTPR�OR NOTIFICATIONTO THE CITYENGINEER, 17, REMOVAL, AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MC)NUMENTS, MONUMENT TIES AND BENCHMARKS, SHALL BE DO�NE BY A REGISTERED COLVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE" REPLAC'fED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PR�ORTO CONSTRUCTION SOTHAT TIES TO MONUMENTS CAN BE ESTABI-15HED FOR LATER REPLACEMENTOF 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 TIME':) IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEI-IICLES. % THE CONTRACTC)R SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL,,, INCLUDING ADEQUATE \NATERING, /vT ALL TIMES. 20, ALL GRADING OPERATIONS SHALL BE D�SCONTINUED WHEN SUSTAINED WIND VEL.00ITIES 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 PROPERTYADJACENT TO THE R�G[17'OF WAY DURING CONSTRUCTION WITHOUT PRIORWRiTTEN APPROVAL,, 22. NO TRENCI-I BACKFILL Sl -.IAL[.,, TAKE PLACE WITHOIJTPR�OR APPROVAL- OF THE CITY INSPECTOR. 23, A GEOTECHNICAL ENG�NEER SHALL CERTIFYALL BACKFILL COMPACTION, FAILURE TO OBTAMITHE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THATPORTION OF THE WORK UNTIL THE SPECIFIED DENSITYIS OBTA INED. 24� CARE SHOULD 13E TAKEN TO PREVENT (3)RADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NOWERODEABLE SWALES ENTERING OF LEAVING IMPROVEMENTS. 25, THE FINAL I-OCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONI,')TRUCTION AND SHALL CON[ ORM -r(--) THE CITYOF FONTANA STANDARD DETAILS. 26� ALL. EXPOSED CONCRETE SURFACES SHALL CONFORM IN ('31RADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT HE LOCATION OF THE SEWER LATERAL. 28, NO (30NCRE-m SHALL BE PLACED UNTILTHE FORMS AND REINFORCING STEEL. HAVE BEEN PLACED, INSPECTED AND APPROVED 29, ALL, UNDERGROL)ND UTILITIES SHALL BE INSTALLEDJESTED AND APPROVED PRIOR TO PAVING OF STREETS. 30 -APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALTPAVEMENTPRIOR TO PLACEMENT'. 31 . PAVENIENTSTRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECTTO REVISION AND APPROVAL OF THE CITY ENGINEER AD DETERMINED BY SOILS TESTSTAKEN AFTER COMPLE'DON OF ROUGH GRADING, 3Z ACTUAL A,C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTORAL STREET SECTIONS $HALL BE RECOMMENDED BY A GEOTECHNICAL REPORT ANDSUBMITTED -I-0 THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROL)GH GRADING, 33, ALL, MANFIOLES. C,'LEANou-r FRAMES, COVERS AND VALVE-- E30XF-S SHALL BE RAISED TO FINISHED GRADE BY"I-HE PAVING C0NTRA,c-roI,R UPON COMPLETION OFPAVING. 34� UPON COMPLETION OF C'ONSTRUCTION, CONTRACTOR SHALL RESTORE ALL. SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICESTO THE SAl"ISFACTION OF THE CITY TRAFFIC ENGINEER. 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BYTHE C(')I`qSTRIJC'TION, 'TO THE SATISFACTION OF THE CITY ENGINEER. 36. AS-BUIL"I'DRAWING SHALL BE PROVIDED BYTHE CONTRACTORTO THE ENGINEER OF'RECORD, WI -10 SHALL PROVIDE RECORD DRAWINGSTO T1 --IE CITY EN(IINEER. EXTENDED 12'M�N EXPANE31ON JOINTS, i/4"(TYP) 4 SIQEWA[.K DRIVEWAY PARKWAy Fukmp TVARIES 1* LIP -615R-B 'A'-NID GUTTER DETAIL RoBil I l"LlP A'r CURB FACE R/W SEE 0E,rAIL"B" I VAMES 4f MIN 2% WAY RAMP 520-C-:2600 SECTION "A -A" NOTES: 'I, T'HERESHALL BE AT LEAST 20'OF FULL HEIGHT CURB BETWEEN DRIVEWAYS SERVI�rl THE SAME LOT, 2, DRIVEWAY APPROACHES SERVING AD,0NING LOTS SHALL BE SEPIARATED BY AT LEAST ONE FOOT OF FULL HEIGHT CURB. 3, NO PORTION OF A, DRIVEWAYSHALL EXTEND IN FRONT OF AN ADJOINING LOT. 4�, CON,rRACTOR SHALL U$E 520-C-2500 CONCRETE FOR DRIVEWAYS. 5� 24 FOOT DRIVEWAY WIDTH IS FOR THREE CAR, GARAGES, iTAND 16'ARE FOR SINGLE AND TWO CAR GARAGES RE,13PECTIVELY, 6, CONTRACTOR SHALL PROVIDE HEAVY BROOM FINISH 7, IMMEDIATELY AF -TER FINIISHING OPERATIONS ARE COMPI-FTE, CURING COMPOUND SHALL BE APPLIED. Ln I (N) 1,-5'1'0 RY I 16 l-,011 29 1�011 15 11'..011 AwPoNo 02514=261 m23wm0000 ( D RIV WAY E Property Line to Top of Wing m f RONT YARD I-OLI L- (E) G" CUR5 TO REMAIN J.5 x (I G+22)1ce).+0,5x22 WON* 5o5 jcf AmPmNs # 025 lw26 1=21 wmOOOlill 1 5105 560 ft -0 E0 X 1E )T I N G" 2 -CAR GARAGE 3D'� 5 5q fts LOT AR EA: ... ............ ...... 8,700 SQ,F T� EXISTING DWELLING: ...... ............. 1�,105 SQ.FT. (E) 2 ---CAR GARAGE: ......................... 1"13 555� S Q. FT. (E) EXIST]NG PORCH � I .... � I - � ........ .... 41 SQ. FT. (N) PROPOSED ADDITION 514 SQ.FT. "T'01 -A -L, AREA COMBINED: 2,015 SO. FT. LOT ("WERAGE. 2,015/8�700 = 23% D OCCUF /-�,NCY CLAS'131F I A I` 10 N R U, TY111DE OF CONSTRUCI-10N. V --N [d E � G H T 0: F B IJ I L D I N G 14- 7 NUMBER OF STORIES.- 1 BU`lLDIN`("'-`r INE I ORMATION &, PROJECT DE.I.SCRIPTION PARCEL LEGAL DE,13CRIP I ON -P-l-o,t-P-lan 0 a 0, U) < z 1 uj N -) In Z 0 Lo 0 DRAV01 BY' Sheet M. G.ardenas E00 lo) w 0 Lu 0 0 z 0 sca�a DRAV01 BY' Sheet M. G.ardenas DATE DEC 2006 sca�a AS NOTED