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Home My WebLink About3406-1GENERAL RTES 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 CONFUCT 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 PUBUC RIGHT–OF–WAY WITHIN THE CITY UMITS. CALL (909) 350-7610. 5 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POUCIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CAIJFORNIA 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 EXISTS FOR GROUND MOVEMENT. 9 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN TILE PUBUC 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 UTIUTIES, 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 UCENSED 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 ESTA13USHED 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 SWILL 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. TOLL FREE `*i 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 A PLUG 12" BELOW THE GROUND SURFACE WHEN PUBLIC UTILITY EASEMENT! 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 SEINER 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. UT M NOTIHCAIION 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) 666-5500LIF SO. CAGAS COMPANY UNDERGROUND SERVICE ALERT 1981 W. LUGONW AVENUE (800) 422-4133 REDLANDS, CA 92374 – — – 8" S– — (909) 335-7547 PACIFIC BELL CO. EMERGENCIES: (800) 427-2200 3939 E CORONADO STREET =�_sr4� ANAHEIM, CA 92807 SO. CALIF. EDISON COMPANY (714) 666-5467 300 N. PEPPER AVENUE STORM DRAIN LINE RIALTO, CA 92376 VERIZON (TELEPHONE) 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 (CABLE TV) 8440 NUEVO AVENUE 1500 S. AUTO CENTER DRIVE FONTANA CA 92235 ONTARIO, CA 91761 (909) 822-2201 (714) 666-5500 FAX. (909) 823-5046 PRIVATE EWNEER'S NOTICE TO CONTRACTOR: 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 UNES 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 CHANCES AND USES 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. REV. I REVISION DESCRIPTION ?.,v gRoN3NrA DATE I ENGR.I CITY I DATE M 1 `' ''IW,�SM, SI -1O= CONSTRUCTION OF REQIARED IMPROVEMENTS NOT COMAAENCIE 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 PUNS TO BRING THEM INTO CONFORMANCE WTTH CONDITIONS AND STANDARDS IN EFFECT CITY OF FONTANA TRACT N0. 16477 SEWER IMPROVEMENT PLANS INDEX MAP SCALE: 1'=80' BASIS OF BEARINGS: BEARINGS ARE BASED ON THE SOUTH LINE OF THE SOUTHWEST ONE QUARTER OF SECTION 36, T. 1 N., R. 6 W., S.B.B. & M. ALSO BEING THE CENTERLINE OF BASELINE AVENUE BEING NORTH 89'58'21 " WEST AS SHOWN ON TRACT 16085-1, RECORDED IN MAP BOOK 282, PAGES 16-20, RECORDS OF SAN BERNARDINO COUNTY. BENCHMARK PREPARED FOR: CITY OF FONTANA BENCHMARK NO. 361. YOUNG HOMES 10370 YO TRADEMARK STREET RAILROAD SPIKE IN NORTH FACE OF POWER POLE RANCHO TRADEMARK STREET NO. 1536697E AT THE SOUTHWEST CORNER OF CA 917CUCAM SULTANA AVENUE AND BASELINE AVENUE. 30 (909) 291-7600 ELEVATION: 1365.01 2 3 4 — IIII III I I III � 5 I � 1111----- 11 I� I I I III 9 — IIII I IIIA IIII �----- i i IIII � I IIID--- ( t III I L 12 IIII ( Z 13 i I III I cn 14 III III I 15 LL III I IIII IIII � t7 I ,ISI �.----- I IIII .� II �lu� II 1 --- LEGEND PERCENTAGE PASSING SIEVES -- - -- -- ww sr CLCAMONGA j �- 3 4 IV100 SEWER UNE – EXIST. SEWER LINE 1 2 90-100 318- 20-60 NO.4 – — – 8" S– — „ 8 W WATER MAIN ASTM C 131 TEST GRADIN srNT MIX 210 rm Y--- =�_sr4� WOM �� _ _ 210 �twr STORM DRAIN LINE _ = _ "`E i FUTURE STORM DRAIN LINE M,",,` FONTANA � CIS.Y.H. EXIST. SEWER MANHOLE Q6 Y.H. SEWER MANHOLE wtR AVE — – – CENTERLINE WOW A* PROJECT -3� FIRE HYDRANT LOCATION STREET LIGHT R/W (RIGHT OF WAY),, -- VICINITY MAP N.T.S. CONSTRUCTION NOTES ESTIMATE OF OUANIITIES 1O— CONSTRUCT 8" EXTRA STRENGTH VCP SEWER MAIN 2,447 LF 2 CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112 11 EA 3 CONSTRUCT 4' EXTRA STRENGTH VCP SEWER LATERAL & CLEANOUT PER 2,073 LF CITY STD DWG NO. 125 (SEE GENERAL NOTE N0. 30) 66 EA BACKWATER CHECK VALVE (SEE GENERAL NOTE NO. 39) 16 EA 5 BREAK INTO EXISTING MANHOLE PER APWA STD. 208-1, DETAIL ON SHT. 4 1 EA 6 ENCASE SEWER PER DETAIL "A" HEREON 36 LF 7� SAWCUT, REMOVE & REPLACE EXISTING AC PAVEMENT PER CITY DWG NO. 131 315 SF 3" MAX SIZE NATIVE SOIL, COMPACTED 95% 6' MIN. 6" MIN. 10" MAX-- – – – -- – 10" MAX. 6" MAX SIZE NATIVE I N "L4 REBAR LONGIT. SOIL, COMPACTED 90% _7 I (4 REQD) – – --- -- 1' MAX. SIZE SELECTED :� NATIVE BEDDING COMPACTED TO sox CN i I I -J _. W_ DETAIL "A' CONCRETE ENCASEMENT SCALE: 1 "=1' � RECORD DOCUMENT These Record Documents have been prepared based on information provided by others. Tb,.- Design h:Design Professional has not verified the accur cv and/or completeness of this information and o, .1 not be responsible for any errors or ornis�il s w may�\be incorporated herein as a result jj? °r NOTE: SEE CITY DWG NO. 3018 FOR LATERAL CONSTRUCTION & BACKWATER CHECK VALVE LOCATIONS ON LOTS 67 TO 80 ADJACENT TO SULTANA AVENUE Prepared By: Q ALLARD ENGINEERING . Civil Engineering - Land Surveying -Land Pkaning 8253 Sierra Avenue Fontana, California 92335 (909815 Fax (909) 356-1795 2-I)—o4 David S. Hammer, A.C.E. 43976 Date (expires 6/30/2005) 3' MAX SIZE NATIVE SOIL, COMPACTED 95% 60 MIN. 10" MAX. I R SIZE NATIVE COMPACTED 90% 1/2" CRUSHED STONE BEDDING PER STD. SPECS. FOR PUBLIC WORKS CONSTRUCTION TABLE 200-1.2(A) SHOWN ® RIGHT 80 VCP/DIP 8" VCP/DIP J 1 ` - TYPICAL BEDDING FOR r VCP/DIP LESS THAN I' DEEP NTS 6" MIN. 10" MAX. IN MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 90% I I C; TYPICAL BEDDING FOR r VCP/DIP 10' OR DEEPER N.T.S. TABLE. 200-1.2(A) SIEVE SIZE Y I PERCENTAGE PASSING SIEVES 1 112- 2"3 3 4 IV100 1 2 90-100 318- 20-60 NO.4 0-15 NO.8 0-5 ASTM C 131 TEST GRADIN B RpF QESS/CNS CITY OF FONTANA, CALIFORNIA oOP\o "IM��c RANCHO FONTANA SPECIFIC PLAN 0o. m DRAWNBY.Y TRACT NO. 164/7 SCALE: AS NOTED LLI Exp. 6/30/076 * DESIGNED BY. SEWER IMPROVEMENT PLAN DATE. DEA FEBRUARY, 2004 �9T C / V t _ ��\P CH CKEDBY APPROVED BY: / I _ DRAWING NO.: FOF CAL%F� jo MI F_4_ :r• _ $� fin. CITY ENGINEER R.C.E. 51152106 5 Flenome: M:\DWG\15910\SEWER\I59I0S0I.dwg