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Home My WebLink About3875-1GENERAL SEWER 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 CITY OF FONTANA CALIFORNIA ("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 CANNOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTORSEWER IMPIRC)VEMEl'47r PLANS 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. FOR 4 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CIN OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENTENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION TRACT . 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. --�' POLICIES -METHODS AND PROCEDURES ( ` 5 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION EXIST. 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 EXIST. MH �` �P%� d 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. FIVE 5 FEET IN DEPTH SHALL BE GUARDED 8 THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN() � BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF IND��ISTRIAL 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 B STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE E PERMIT FOR THAT PURPOSE. `! ` '' 0 , 1 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 PERCAUTION 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,4 RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTLITIES COMPANIES SHALL BE GIVEN 1 TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. OR WATER MAIN VALVES WITHOUT APPROPRIATE 12 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE i 1 OPERATION AND WATER REQUIREMENTS. t CID 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 y ��."1 H RESPONSIBLE FOR THE PRESERVATION CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPON OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 15 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT} \ 1 PRIOR NOTIFICATION TO THE CITY ENGINEER. It 1 MH#2 1 1 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 IS -CONSTRUCTION SHALL BE REPLACED. THE 7 MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF TH CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS �i CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. �► 1 1 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 o VEHICLES. 18 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING AT ALL TIMES. ' �E 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. 1 20 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. C 366137 =.%.MH# h #7 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. CEV \MH#Y/--, / 22 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRED TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. \ j,-��,\ !000 R CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 23 ALL EXPOSED CONCRETE SURFACES ALL F SH 24 IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NO MORE THAN 150 FEET FROM THE DOWNSTREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR, - ,� A 4, TERMINAL CLEANOUT. °� -�'- yy /, Y x'�� ge2 / E VITRIFIED CLAY PIPE VCP000, 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 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. BENCHMARK SAN BERNARDINO COUNTY B.M. OF 627, NAVD 88 ELEVATION: 1011.70 FEET TOLL FREE -qqmmw'p'-1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT c tq9 L #4 - La. W EMD . L. I WATS u IZU MADOLE &1417�•LGs0CIb•T9S, INC. q 3 v2 P [TTS P RC -414 �AV9 GLt ITe 2'30 RArN%c1`x-0 C U cp M ONGA jp CA 0117 30 PHb1VE: Cot 0A) 461 -(0322 INDEX MAP f 25 SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL TYP ( .) � EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 FOR V.C.P. �: `,� �` \ ;%% REV 121 ON No Day- \00. � 26 NO OPEN TRENCHSHALL 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 016 SCALE 1=100' BASIS OF' BEARING NO. 14245 UTILITY AGENCIES y.0,0 0� .. 1 41, 1 1/2 - 1" - 3/4" 1 1/2 1� 1 3/8" 20-60 N0. 4 0-15 NO. 8 1� ASTM C 131 TEST GRADING B LF PER CITY OF FONTANA. ,STANDARDS AND SPECIFICATIONS 04 1-- SEE BEDDING DETAILSpry ' 1� 0 O CITY OF FONTANA 8353 SIERRA AVE FONTANA CA 92335 TELEPHONE (909) 350-7610. SO.CALIF GAS COMPANY DISTRIBUTION FACILITIES 16231 VALLEY BLVD. FONTANA, CA 92335 TELEPHONE (889-9711) OR (800) 422-4133 SO.CALIF GAS COMPANY TRASMISSION DEPT BREA, CA 92621 (909) 529-2889 OR (800) 422-4133 SOUTHERN CALIFORNIA EDISON 7951 REDWOOD AVENUE FONTANA, CA 92336 (909) 357-6231 (SO. OF MERRILL) (909) 357-6223 (NO. OF MERRILL) (800) 422-4133 OWNER TEN -NINETY, A CALIFORNIA LIMITED PARTNERSHIP 470 E. HARRISON STREET CORONA, CA 92879 (951) 898-1692 SAN BERNARDINO COUNTY FCD 825 E. THIRD STREET SAN BERNARDINO, CA 92408 (909) 383-1665 PACIFIC TELEPHONE & TELEGRAPH CO 3073 ADAMS STREET RIVERSIDE, CA 92504 (714) 359-2585 OR (800)422-4133 GENERAL TELEPHONE COMPANY 245 N. MOUNTAIN AVENUE POMONA, CA 91766 (213) 357-2257 OR (800)422-4133 FONTANA WATER COMPANY 8440 NUEVO AVENUE P.O. BOX 987 FONTANA, CA 92334 (909) 822-2201 O p = _ m W IL U JURUPA AVE VICINITY MAP NO SCALE 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 FINISH 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. CONSTRUCTION NOTES AND QUANTITIES APPLICANT/DEVELOPER FIESTA DEVELOPMENT 470 E. HARRISON STREET CORONA, CA 92879 (951) 898-1692 TABLE: 200-1.2 [A] SIEVE SIZE PERCENTAGE PASSING SIEVES 1 1/2 - 1" - 3/4" 100 1/2 90-100 3/8" 20-60 N0. 4 0-15 NO. 8 0-5 ASTM C 131 TEST GRADING B / cO�� 6 o MIN 10" MAX 0 DRAWING ; �� + �--�- a 1;qT3DIo + F_ vn o v %,r THE BASIS OF BEARING IS BASED UPON THE CENTERLINE LESS THAN 10' DEEP OF JURUPA AVENUE PER TRACT N0. 16110, RECORDED IN BOOK 283, PAGES 13 THROUGH 17, OF MAPS, RECORDS OF SAN BERNARDINO COUNTY RECORDER, BEING N 89'0636" W. N.T.S. REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND �Z E caRo -ORA wlNG001111STANDARDS IN EFFECT. N0. I�TEM::: TOTAL UNIT 1 INSTALL STANDARD; :�ANHOLE PER 10 EA 3 ,: CITY OF FON TAI A S�TAE�`RD'�,. ' AIL 112. 4 LOYOLA COURT STA 60+00.00 TO STA 67+40.00 _ LOYOLA COURT STA 67+40.00 TO STA 71+42.30 2 INSTALL 8 EXTRA STRENGTH`=S_ ; 'IFIED CLAY PIPE 2,376 ' LF PER CITY OF FONTANA. ,STANDARDS AND SPECIFICATIONS SEE BEDDING DETAILSpry ' 3 REMOVE PLUG AN19, _ 4� °T(NG STUB OR TERMINAL CLEANOUT m. 3 EA 4 CONSTRUCT 4" -SEWER LATERAL AND HOUSE CLEANOUT 23,830 LF PER CITY OF FONTANA STD. NO. 125 AND INSTALL SEWER CLEAN-OUT BOX PER CITY OF FONTANA STD. 125A (IN CONCRETE AREAS) OR 125B (IN LANDSCAPE AREAS). 6" MIN 10" MAX IIIII�III nJ� Z 1/2" CRUSHED STONE BEDDING PER APWA CONSTRUCTION=IIIIII- III. TABLE 200 1.2 [A] d - SHOWN TYPICAL BEDDING FOR 8" VCP 10' OR DEEPER N.T.S. SHEET INDEX MAP SHEET N0. DESCRIPTION 1 TITLE SHEET 2 CITADEL AVENUE STA 80+00.00 TO 88+50.00 3 CITADEL AVENUE STA 88+50.00 TO STA 89+50.77 TUMERIC LANE STA 89+50.77 TO STA 90+40.05 AND TERRACINA LANE STA 50+00.00 TO STA 51+93.35 4 LOYOLA COURT STA 60+00.00 TO STA 67+40.00 5 LOYOLA COURT STA 67+40.00 TO STA 71+42.30 SAFETY RESPONSIBILITY CL N Ln 0 N 00 Ln CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB 0 SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY cn OF ALL PERSONS AND PROPERTY, THAT THE REQUIREMENTS SHALL APPLY CONTINUOUSLY AND 0 NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, o REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,00 EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE co (n ENGINEER. LO EXISTING UNDERGROUND STRUCTURES THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN � THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR I--_ KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE � F - CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES = SHOWN; AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS cn � RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. z THE CONTRACTOR SHALL CALL DIGALERT AND HAVE ALL UTILITIES MARKED BEFORE DIGGING. I j 0 o _ PLAN PREPARED BY: CITY OF FONTANA, CALIFORNIA o O QROFESS11 VAN DELL AND ASSOCIATES, INC. I R.01 F� -CIVIL ENGINEERS TITLE SHEET 00 o� z SURVEYORS LAND PLANNERS o0 w o � m DRAWN BY: SOUTHRI , GE VILLAGE SCALE: / � No. 024725 ' 17801 CARTWRIGHT ROAD TWH As SHOWNcn * Exp.12/31/05 * IRVINE CA 92614 (949) 474-1400 DESIGNED BY: TR T 14245 DATE: v s UNDER THE SLIPERVISIQM OF: JH `'SIV PLAN 06-06-2005 ', � � o 9� CIVIL \�� CHECKED BY APP VED DRAWING NO.: OF SP1- % Z�i'�- DRG 1717710 .S 3875 DONA D R. GORDON R.C.E. 24725 DATE „ ICARDO NDOVAL-CITY ENGR. R.C.E. 511 2 DATE 5 X