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HomeMy WebLinkAbout3272-1GENERAL 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 A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT 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 JAND 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 FOR GROUND MOVEMENT EXISTS. 9 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN TILE 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 STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED. 14 ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO TILE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 15 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 16 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 TILE MONUMENT. 17 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. 18 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 19 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. 20 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 21 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. 22 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-ERODABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 23 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 24 IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE DOWNSTREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT. ITOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 25 SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL TYPE VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 FOR V.C.P. 26 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 27 SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. 28 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 29 ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 30 TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH " GROUND SURFACE. A PLUG 12 BELOW THE CE. WHEN PUBLIC UTILITY EASEMENTS EXIST NEXT TO THE STREET RIGHT OF WAY, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT. 31 THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 32 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 33 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 34 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 35 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 36 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 37 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 38 AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 39 BACKWATER CHECK VALVES TO BE INSTALLED UNDER A SEPARATE BUILDING DIVISION PERMIT. CITY OF FONTANA. UTILITY F107IFICATION UST CITY OF FONTANA PACIFIC BELL CO. 8353 SIERRA AVENUE 3939 E. CORONADO STREET FONTANA, CA 92335 ANAHEIM, CA 92807 (909) 350-6632 (714) 666-5467 SO. CALIF. GAS COMPANY COMCAST ( CABLE TV 1981 W. LUGONIA AVENUE 1205 DUPONT AVE. REDLANDS, CA 92374 ONTARIO, CA 91761 (909) 335-7547 (909) 390-4738 EMERGENCIES: (800) 427-2200 FIRE HYDRANT --. CRAWFORD CANYON MUTUAL WATER CO. SO. CALIF. EDISON COMPANY ATTN: BILL VANDERKIEFT, JR. 300 N. PEPPER AVENUE (619) 868-6040 RIALTO, CA 92376 909) 820-5598 - UNDERGROUND GENERAL TELEPHONE COMPANY 909) 875-5100 - TRANSMISSION 1400 E. PHILIPS BLVD. 213) 637-1233 - PIPELINES ONTARIO, CA 91766 909) 357-6223 - DISTRIBUTION FONTANA WATER COMPANY 8440 NUEVO AVENUE FONTANA CA 92235 (909) 822-2201 FAX: (909) 823-5046 PRIVATE ENGINEER'S NOTICE TO CONTRACTOR: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED Y SEARCH OF THE AVAILABLE RECORDS. 6 A THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL. UNAUTHORIZED CHANGES AND USES: 4 lot lit in IIII�� N1 ,� IIL1 all ng I} 1� An �ILL � ) MIN� J!M] oil IM90II - I LU ��� ®� RIM Sam Lu BASELINE AVENUE .,■ . ► I�III � ',"�' � © ' ��`«� .. � .� —, �• , a� �t � ' �� Nit ORLANDO INDEN NAP DRIVE i ------------- NOTE. 2% PRECAST CONCRETE MANHOLE SHALL BE PLUGGED DURING FABRICATION AT REQUIRED LOCATION TO PROVIDE FOR SEWER PIPE INLETS AND OUTLETS. d � THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE ASIS OF BEARINGS: FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. BEARINGS BASED ON THE WEST LINE OF THE SOUTHEAST ONE QUARTER OF THE REV. I REVISION DESCRIPTION REcord) SOUTHWEST ONE QUARTER OF SECTION 36, T. 1 N., R. 6 W., SBB & M BEING N00'06'51 "E AS SHOWN ON TRACT 16085-1 RECORDED MAP BOOK 282, PAGES 16-20 RECORDS OF SAN BERNARDINO COUNTY. DATE ENGR. CITY DATE BFN�r SHOULD CONSTRUCTIO?4 OF Q WARK RO IV'OT CO CE WHN PREPARED FOR: TWO YEARS OF TIS DATE OF APPROVAL YOUNG HOMES B.M. #361, SPIKE IN NORTH FACE OF P.P. BASELINE SHO � ON AND C D FORTH N A 10370 TRADEMARK STREET B97E AT SOUTH WEST CORNER . DILIGENT F'"..AAF CITY ENG: Y BASELINE AVENUE AND SULTANA AVENUE. RANCHO CUCAMONGA, CA 91730 f1EQUl E VISIO 1"S TO THE PLANS TO TEL (909) 477-6715 CRING 77M INTO CONFORIt CE VMW FAX (909) 477-6725 CO MONS AAM SUMARIM IN EFFECT 4/2�ota �ELEVATION: 1365.01 lu� � SUMMIT AVE 'CHO awm sn r CUCIMONGA e�p yk BRIDLEPATH DR P � RX4 I y17� , 14 11 E M410,F90,00 VICINITY M- AP N.T.S. PROJECT LOCATION CONSTRUCTION NOTES EST9 AATE OF QUANTITIES 1 REMOVE EXISTING PLUG 2 EA 2 CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112 8 EA 3 CONSTRUCT 4" EXTRA STRENGTH VCP SEWER LATERAL & CLEANOUT PER 2520 LF CITY STD DWG NO. 125 (SEE GENERAL NOTE N0. 30) 79 Eq 4 CONSTRUCT 8" EXTRA STRENGTH VCP SEWER MAIN 1995 LF 5 BACKWATER CHECK VALVE (SEE GENERAL NOTE NO. 39) 43 EA 6 CONSTRUCT 8" D.I.P. SEWER MAIN 22 LF 7 REMOVE EXISTING CLEAN OUT 1 EA 8 CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112 MODIFIED AS SHOWN ON SHEET 1 1 EA LEGEND PERCENTAGE PASSING SIEVES 112" SEWER LINE ---8" S--- EXIST. SEWER LINE 8" W WATER MAIN 112' STORM DRAIN LINE L� EXIST. SEWER MANHOLE Q SEWER MANHOLE — - - CENTERLINE ASTM C 131 TEST GRADING FIRE HYDRANT --. STREET LIGHT 3" MAX SIZE NATIVE SOIL, COMPACTED 95% 6" MIN. 6" MIN. 10" MAX. 10" MAX. 6 MAX SIZE NATIVE I I 04 SOIL, COMPACTED 90% - - - --- -- 1" MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 90% 1-4T1 z 8" VCP/DIP d TYPICAL BEDDING FOR 6" VCP/DIP LESS THAN 10' DEEP NTS Prepared By: ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Planning ' 8253 Sierra Avenue Fontana, California 92335 (909) 356-1815 Fax ( 9) 3 6-1795 David S. ammer, A.C.E. 43976 Date (expires 6/30/2005) p kOFESS,0 �2 RE � 0RD DOCUMENT S. yANq`F' eetave s ocumen These Record Documents hb prepared based z on information provided by others. The Design No. 43 ,;; Professional has not verified the accuracy and/or XP. 6-30-09 '�' completeness of dib infou=dw and shall not be CIVIL responsible for any eazoi or ornissions which may OF CAL 1 herein a3 o 'alZ 0S �DATE 3" MAX SIZE NATIVE SOIL, COMPACTED 95% 6" MIN. 6" MIN. 10" MAX. -- 10 MAX. -' fii f 77I l 6" MAX SIZE NATIVE SOIL, COMPACTED 90% I" MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 90% N 1/2" CRUSHED STONE BEDDING PER STD. SPECS. ' o a o TABLE. 200-1.2(A) FOR PUBLIC WORKS 6104 CONSTRUCTION f TABLE 200-1.2(A)" W'1111--._m SHOWN BELOW $ VCP/DIP TYPICAL BEDDING FOR R" VCP/DIP 10' OR DEEPS N.T.S. SIEVE SIZE PERCENTAGE PASSING SIEVES 112" - 1" - 3/4" 100 112' 90-100 3/8" 20-60 NO.4 0-15 N0.8 0-5 ASTM C 131 TEST GRADING B Q�CFESS /o�CITY OF FONTANA, CALIFORNIA S "Aq `FtiRANCHO FONTANA SPECIFIC PLAN DRAWN BY. SCALE. No. 43976 m AE TRACT NO. 16250 AS NOTED CC Exp. 6/30/05 * DESIGNED BY. SEt V T PLANS DATDEA MARCH, 2003 s9T� C 1 V i L o���P CHECKED 4 APPRO sY:. D DRAWING NO.: 1 OF CAL\ F DSH / CITY ENGINEER R.C.E. 51152 327 4 Filename: M:\DWG\15904\SEWER\16258\16258—S01.DWG