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HomeMy WebLinkAbout3538-1GEOMM 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 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 TT 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 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 CML 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 INSPEC71ON 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. -------------------- DIAL TWO WORKING o BEF❑RE DAYS BEFORE Y❑U DIG YOU DIG a TOLL FREE 1-800-227-2600 o A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CL REV. 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 27. MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 30 TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12" BELOW THE GROUND SURFACE. 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 UTILMES 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 COMPLE17ON OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 1 38 AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY Cal ENGINEER. 39 BACKWATER CHECK VALVES TO BE INSTALLED UNDER A SEPARATE BUILDING DIVISION PERMIT. CITY OF FONTANA, EMOW NOT MCATION LIST CITY OF FONTANA S.B.C. INC. 8353 SIERRA AVENUE 3939 E. CORONADO STREET FONTANA, CA 92335 ANAHEIM, CA 92807 (909) 350-6632 (714) 666-5500 SO. CALIF. GAS COMPANY UNDERGROUND SERVICE ALERT 1981 W. LUGONIA AVENUE (800) 422-4133 REDLANDS, CA 92374 (909) 335-747 (800) 427-2200 1205 DUPONT CABLE VE. TV ) ONTARIO, CA 91761 SO. CALIF. EDISON COMPANY (909) 390-4738 300 N. PEPPER AVENUE RIALTO, CA 92376 VERIZON 909 820-5598 - UNDERGROUND 1400 E. PHILIPS BLVD. 909 875-5100 - TRANSMISSION ONTARIO, CA 91766 213 637-1233 - PIPELINES (800) 422-4133 909 357-6505 - DISTRIBUTION 800 422-4133 FONTANA WATER COMPANY ATTN: MICHAEL J. McGRAW ADELPHIA 8440 NUEVO AVENUE 1500 S. AUTO CENTER DRIVE FONTANA CA 92235 ONTARIO, CA 91761 (909) 822-2201 (714) 666-5500 FAX: (909) 823-5046 CRAWFORD CANYON MUTUAL WATER CO. ATTN: BASIL J. FABRIZIO (909) 463-9580 PRIVATE E SOORM NOTICE TO COMMMM THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. 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. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE 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. REVISION DESCRIPTION �RECo,P D D�'�1 Yv/illi DATE I ENGR.I CITY I DATE TIMISIRE i 3" MAX SIZE NATIVE - SOIL, COMPACTED 95% 6" MIN. 10" MAX. 6" MAX SIZE NATIVE— SOIL, COMPACTED 907. 1" MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 90% ANEN TABLE: 200-1.2(A) SIEVE SIZE PERCENTAGE PASSING SIEVES 1 112 - 1" 2,851 LF 3/4" 100 142 90-100 3/8" 20-60 NO.4 0-15 NO.8 0-5 ASTM C 131 TEST GRADIN B 3" MAX SIZE NATIVE SOIL COMPACTED 95% 6" MIN. 10" MAX. r 6" MAX SIZE NATIVE SOIL, COMPACTED 907. 1/2" CRUSHED — STONE BEDDING PER STD. SPECS. FOR PUBLIC WORKS CONSTRUCTION TABLE 200-1.2(A) AT LEFT ASIS OF E GS: THE BASIS OF BEARING IS THE CENTERLINE OF MILLER AVENUE SHOWN AS N89'59'42"W, PER RECORD OF SURVEY, RECORDED IN BOOK 60 OF SURVEYS, PAGE 77, OFFICIAL RECORDS OF THE COUNTY OF SAN BERNARDINO. SRO= COMMI MMI'l OF REQUIRM M1I IMPROMMEM 110T COPIMMCEW171M PREPARED FOR: CITY OF FONTANA BENCHMARK NO. 361. Two sof TM DATE of APPROVAL e S�a. a,fir®gip SHOC,ITI 1=30N AM CAREMED FOTH INA RAILROAD SPIKE IN NORTH FACE OF POWERPOLE BILI F� EN MAY 2201 Dupont Drive, Suite 300 NO. 1536697E AT THE SOUTHWEST CORNER OF Irvine, CA 92612 BASELINE AVENUE AND SULTANA AVENUE S®S IrO IM F S TO (949) 833-1554 ext.226 E.7WG THM INTO CONFO M CE rTM (949) 833-7853 CO MONS APM STAPMAEM IN EFFECT ELEVATION; 1365.01 WPN1 TWIM :. Dr i F OR ►E 11irs max Mw SCALE: 1`_- 100' I" MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 907. CONSTRUCT 4" DECOMPOSED GRANITE OVER NATIVE SOIL 11,304 SF LE SAWCUT AND REMOVE EXISTING AC PAVEMENT. REPLACE AC PAVEMENT o SEWER LINE PER CITY STD. DWG. 131 6,735 SF - -8" S- — - EXIST. SEWER LINE 10 PROTECT EXISTING CURB & GUTTER IN PLACE 303 LF ALCVL F 8" W WATER MAIN -- STORM DRAIN LINE !' `f RECORD CA NT FUTURE STORM DRAIN LINE VCP These Record Documents lave been re pared OUCH. EXIST. SEWER MANHOLE based on information provided by othPrs The ().S.M.H. SEWER MANHOLE Design Professional has not verified the accuracy 1� NO 4. i CENTERLINE and/or completeness of this information and shall gyp• 6/i07 3 FIRE HYDRANT not be responsible for any errors or omissions h` may be incorporated herein as a result x STREET LIGHT ¢y' DIRECTION OF FLOW — UTILITY EASEMENT & FUTURE R/WDATE -- --- R/W Prepared By: CITY FONTANA, s C 0. I ALLARD ENGINEERING ESS /0' CIPTRIPP IMPRATIPP141PATT nf Civil Engineering - Land Surveying - Land Planning 8253 Sierra Avenue Fontana, California 92335 (909) 356-1815 Fax (909) 356-1795 �J] 1..�.._. IL -I -O David S. Hammer, A.C.E. 43976 Date (expires 6/30/2005) CONSMUCTION NOTESESTIMATED QUANTUM &—CONSTRUCT 8" EXTRA STRENGTH VCP SEWER MAIN 2,851 LF 0—CONSTRUCT 48" PRECAST CONCRETE MANHOLE No. 43976 m AE PER CITY STD. DWG. NO. 112 10 EA O—CONSTRUCT 4" EXTRA STRENGTH VCP SEWER LATERAL & CLEANOUT Exp. 6/30/05 ,% TITLE MET PER CITY STD. DWG. 125 (SEE GENERAL NOTE 30) 2,744 LF INSTALL BACK FLOW CHECK VALVE 4 EA (D—CONSTRUCT 8" DIP SEWER MAIN 144 LF 6a—ADJUST MANHOLE TO GRADE PER CITY STD. 109 2 EA O7 — CONSTRUCT 60" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112 4 EA CONSTRUCT 4" DECOMPOSED GRANITE OVER NATIVE SOIL 11,304 SF LE SAWCUT AND REMOVE EXISTING AC PAVEMENT. REPLACE AC PAVEMENT o SEWER LINE PER CITY STD. DWG. 131 6,735 SF - -8" S- — - EXIST. SEWER LINE 10 PROTECT EXISTING CURB & GUTTER IN PLACE 303 LF ALCVL F 8" W WATER MAIN -- STORM DRAIN LINE !' `f RECORD CA NT FUTURE STORM DRAIN LINE VCP These Record Documents lave been re pared OUCH. EXIST. SEWER MANHOLE based on information provided by othPrs The ().S.M.H. SEWER MANHOLE Design Professional has not verified the accuracy 1� NO 4. i CENTERLINE and/or completeness of this information and shall gyp• 6/i07 3 FIRE HYDRANT not be responsible for any errors or omissions h` may be incorporated herein as a result x STREET LIGHT ¢y' DIRECTION OF FLOW — UTILITY EASEMENT & FUTURE R/WDATE -- --- R/W Prepared By: CITY FONTANA, s C 0. I ALLARD ENGINEERING ESS /0' CIPTRIPP IMPRATIPP141PATT nf Civil Engineering - Land Surveying - Land Planning 8253 Sierra Avenue Fontana, California 92335 (909) 356-1815 Fax (909) 356-1795 �J] 1..�.._. IL -I -O David S. Hammer, A.C.E. 43976 Date (expires 6/30/2005) Filename: M:\DWG\12908\SEWER\16271-1\16271-SWROI.dwg DRAWN BY.TRA ' SCALE: No. 43976 m AE AS NOTED DESIGNED BY: AE DATE: Exp. 6/30/05 ,% TITLE MET %P4T� DECEMBER, 2003 KED BY: APPR V,ED BY: l Zr o DRAWING NO.: CIV 1 L o���� °F F CALX 1,��-f$�rr �'� ITY GI EER R.C.E. 51152 CEN Filename: M:\DWG\12908\SEWER\16271-1\16271-SWROI.dwg