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Home My WebLink About2793-1ill SEWER IMPROVEMENT PLANS 3: 15864? V O Ce O W TRACT NO, N < JURUPA AVE. U N Cr 09 W VILLAGE z SITE RIVERSIDE RD. VICINITY MAP NO SCALE 29 28 27 26 31 25 MH, ,��' ! GENERAL CONSTRUCTION NOTES 1.ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND 32 MH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK-). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 33 2.CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA 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 X10- i H #10 RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. / 34 S 22 23 MH &THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES. CONTRACTOR SHALL COORDINATE WITH THE / 35 #2 21 / 24 / APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 20 4.STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED. 36 /5.ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 19 37 18 6.THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION. HOWEVER. IT SHALL BE THE 17 8 7 6 5 RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD. THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND 4 / TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERE TO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 38MH #3 16 9 3 1-800-224-2600 TWO WORKING DAYS BEFORE EXCAVATION. 10 2 7.ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR 15 MH #5 11 DRIVE UPON COMPLETION OF PAVING. 1 &THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, 39 12 '�-- — ' / 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 NOTIFICATION PRIOR TO WORK AROUND THEIR 13 i FACILITIES. 40 O 14 Ole 53 H tri AF 9.AS-BUILT DRAWINGS SHALL BE PROVIDED-BY THE CONTRACTOR TO THE ENGINEER OF RECORD WHO SHALL PROVIDERECORD A ECO DRAWINGS If' / 52 54 TO THE CITY ENGINEER. 41 / 55 MH 10.WHEN CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE MH PRO r VISIONS IN THE GREEN BOOK". THE CONTRACTOR SHALL IMMEDIATELY \ 51 'RESOLUTION. REPORT SAID CONFLICT TO THE CITY ENGINEER FOR 42 \ i , 43 49 50 57 58 11.APPROVED SOIL STERILANT iS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT.' j 12.ALL EXPOSED CONCRETE SURFACES SHALL CONFORM GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 44 48 13.NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 47 ! 14.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 45 CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEIiAENT. ! 15.THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN—DEPTH MH #546 FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. i i ! 16.NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 17.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 I 18.I7 SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADED, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. INDEX MAP 19.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 HAS BEEN OBTAINED. SCALE 1"-100' 20.ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 21.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. i 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 NONERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 23.117 EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL NOTIFY THE � ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. j UTILITY i/ NOTIFc ICATIONS 24.THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS. E TS, MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. i CITY OF FONTANA 25.REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, 8353 SIERRA AVE SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DISTORTED AS A FONTANA CA 92335 RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE-WEEK PRIOR TO 3 MAX SIZE NATIVE TELEPHONE (909) 350-7610 CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. SOIL, COMPACTED TO 95X R.C. SO.CALIF GAS COMPANY-- DISTRIBUTION FACILITIES 26.THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL 16231 VALLEY BLVD. BE MAINTAINED AT ALL TIMES IN THE CLOSURE AREA FOR RESIDENTS AND EMERGENCY VEHICLES. FONTANA, CA 92335 6" MIN 6" MIN TELEPHONE (889-9711) OR (800) 422-4133 27.NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT PRIOR APPROVAL OF THE INSPECTOR. 10" MAX 10" MAX �� SO.CAUF GAS COMPANY -- TRASMISSION DEPARTMENT N 2191 BIRCH STREET 28.SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT TYPE VITRIFIED CLAY PIPE (V.C.PJ EXTRA STRENGTH CLASS AND BREA. CA 92621 SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 FOR V.C.P. — — — — — — -- — TELEPHONE (909) 529-2889 OR (800) 422-4133 29.TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12" BELOW THE GROUND SURFACE. WHEN PUBLIC 6" MAX SIZE NA SOUTHERN CALIFORNIA EDISON COMPANY UTILITY EASEMENTS EXIST NEXT TO THE STREET RIGHT OF WAY, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURED SOIL COMPACTED TO ! 7951 REDWOOD AVENUE FROM THE UTILITY EASEMENT. 9OX R.C. — — — — — — — — — FONTANA, CA 92336 909 357-6231 (30. OF MERRILL) Q ��® DRAWINGS 30.THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. EDGE OF TRENCH 909 357-6223 NO. OF MERRILL) 1" MAX SIZE SELECTED 800) 422-4133 PREPARM BY: 31.IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE NATIVE BEDDING COMPACTED pl BOUNDARY, NOT MORE THAN 150 FEET FROM THE DOWNSTREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL TO 90% R.C. GENERAL MOUNTAITELEPHONE COMPANY J CLEANOUT245 N. AVENUE POMONA, CA 91766 n3 ThiPl»8t1II. RCB 25743 32.ALL 4" HOUSE LATERALS SHALL BE INSTALLED ATA 2X MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. OF /''► i (213) 357-2257 OR (800)422-4133 /0'/0-07- CONSTRUCTION NOTES & QUANTITIES pN(}�g CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO ESTRUCTION, THE CONTRACTOR SHALL XISTING G FACILITIESXPOSE EXISTING FDOES NOT MPLACILITIES, AND YECORR CORRECTNESS OF ELEVRIFY ELEVATION AND A7ONSNOR LOCATIONS � SAN BERNARDINO COUNTY FLOOD CONTOL DISTRICT 825 E. THIRD STREET z - NO. ITEM QUANTITY UNIT j SAN BERNARDINO, CA 92408 221 S. G18s wu SumSHOWN ON THE PLANS. (909) 383-1665 Oiaanrlge, CA 92866 34.THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL UNDISTURBED EARTH ;! j; N 1 INSTALL STANDARD MANHOLE PER CITY OF FONTANA STANDARD DETAIL 112. 10 EA. PACIFIC TELEPHONE AND TELEGRAPH COMPANY (714) 744-9700 TIMES. INSTALL 8" VITRIFIED CLAY PIPE A STRENGTH RIVE ADAMS STREET 35.SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN • • a �� 2 PER CITY OF FONTANA STANDARDS SAND SPECIFICATIONS 1783 LF (7144) 359 2585 ORCA 4(800)422-4133 ALIGNMENT. FONTANA WATER COMPANY 36.THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE "W.A.T.C.H. N O INSTALL 4" VITRIFIED CLAY EXTRA STRENGTH SEWER LATERAL 58 EA UNSOUND S:227�-2600 CE ALERT MANUAL" LATEST EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 0 8440 NUEVO AVENUE FOR TRENCHES DEEPER THAN 10 USE CRUSHED �o PER CITY OF FONTANA STANDARD DETAIL 125. INSTALL SEWER P.O. BOX 987 CAOLL FREE ROCK GRADED AS FOLLOWS: d' CLEANOUT BOX PER CITY OF FONTANA STD DETAIL 125A FOR FONTANA, CA 92334 800 37.UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC SIEVE SIZE PERCENT PASSING CONCRETE AREAS AND 1258 FOR LANDSCAPE AREAS. (909) 822-2201 CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 3/4" 100 — — — _ RKM DAYS 38.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS, OR OTHER TRAFFIC CONTROL DEVICES 1/2- 90-100 % AT ALL TIMES. 3/8" 20-60 i� NO 4 0-158w C P 39.NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. NO 8 0-15 ASTM C131 TEST GRADING REVISIONS p' alCoDte PREPARED BY:BENCH MARK No. APo Approval ThielmannCITY OF FONTANA Q ZHIE� - ----- BENCHMARK. 918.40 Engin eers 221 S GLASSELL ST NO 25742 Drawn By. SOUTHRIDGE VILLAGE scale: TYPICAL TRENCH BEDDING ORANGE, cA 92866 Exp 12-31-M c� RA R AS SHOWN SPIKE ON POVER POLE M674320E AT INTERSECTI13N ( 4) 744-9700, FAX (714) 744-9312 * * Designed By. _ _ T " `CT 1 %58" Date: NO SCALE JURUPA AVE AND MULBERRY AVE JTT IVISEWER IMPROVEMENT PLANS JUNE 16, 1999 ` JENS THIELMANN DATE C�- Checked By. ' . ///��t! Dw No. Q1 RELOIZO pRAvJ�iJC� - IO -lo-oZ R.C.E. No. 25742 EXP. DATE 12/31/2001 JT T./AiL CITY ENGINEER, RCE 25126 DATE 2�is3 3 i