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Home My WebLink About4054-1SIEVE SIZE L.F. STREET RIGHT-OF-WAY, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS EA. MEASURED FROM THE UTIL11Y EASEMENT. L.F. 31 THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE EA. LOCATION OF THE SEWER LATERAL. L. F. 32 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED EA. IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED ATTN: JACK HAYES AGENCIES IMMEDIATELY. 1205 DUPONT AVENUE NO. ONTARIO, CA. 91761 ASTM C 131 B TEST GF ZADING I . ........ . . 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, FAIRVIEW DRIVE 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 S SHTO 3 SEE SHT. NO. 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 �ETt L 0243-253-10 [SEE EX. M.H. TR ��_R_ OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT, 1114901 0243-254 0243-254-04 9 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT 0243-251-13 OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 0243-253-11-11--" amammammm—T Gomm— T 10 THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE A.H. No.lA IKIMMIATIMI UnUICAICD IT CUAI I DE" TUC* DUCOOKICEDIE IT\/ rNE' TUE:' f%nKITDAf'�TrllD ------ I , EX FEWER TABLE: 200-1.2 A TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING 5 6 15 16 0243-253-12 UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. PERCENTAGE THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 SIEVE SIZE TWO WORKING DAYS BEFORE EXCAVATION. PASSING SIEVES 11 THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES A 14 7 14 INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, 0243-141-25 _-3/4" 100 LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, EX. SEWER 0243 253-13 90-100 STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE 00 20-60 NO. 4 0-15 GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. NO. 8 0-5 12 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT 13 's 13 -25 Z ASTM C 13 APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE 0243 3-14 0243-141-26 B TEST GRADING WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. !> 4 7 13 STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED. Jw 14 ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO E 0243-253-15 12 12 CL NABLE "FIT, 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. H. N 11 0243-141-28 L F4 15 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT EX. M. H. M.H. No.8 1 110 TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 0243-253-16 16 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY TR 4697 MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE 0243-172-10 0243-173109 24t 173-10 0243-17109 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 THE MONUMENT. ------ - _7 17 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL 0243-173-11 0243-174 08 TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION EX. WATER LINE 0243--172-11 i 0243-173-08 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. 0243-174-07 0243-173-07 . . .. ..... 0243-172-12 0243-173-12 i� N.H. No. 10 19 THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS M.H. No.7 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. 0243-172-13 0243-173-06 0243-173-13 0243-174106 21 A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION Ui 5 OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. z 22 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING > 0243-174iO5 STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE 0243-172-14 0243-173-05 0243-173-14 TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. V) 23 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH n TO MATCH EXISTING CONCRETE. 0 -174104 24 IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE 0243-172-15 0243-173-04 10243-173-15-' 0243 A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE IA.H. NO.9 M.H. No 6 DOWN STREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT. 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 LJ 0243-172-16 0243-173-03 10243-173-16 0243-174103 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 EX. SEWER OF THE CITY ENGINEER. 7 024 -174 02 27 SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE 0243-172-17 0243-173-02 0243-173-1 3 WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. SEE SOT. NO. 2 28 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS -173-18 0243-174 TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 0243-172-18 0243-173-01 EX. M. H. 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" ill, 11111_ I, — — - 't — I Bitt'' - 6" MIN. VARIES 6" MIN. 10" MAX. I 1 10" MAX. 7-11 04 3" MAX. SIZE NATIVE SOIL SUBGRADE 0. 1 pp MAX. SIZE SELECTED NATIVE 6" MAX. SIZE BEDDING COMPACTED NATIVE SOIL TO 90%. COMPACTED 90% V. Z:. IM cq 8" V.C.P. — uj ci a_ E 0 ;777, TYPICAL BEDDING DETAIL FOR 8" VCP LESS THAN 10'DEEP BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS EXIST NEXT TO THE L.F. STREET RIGHT-OF-WAY, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS EA. MEASURED FROM THE UTIL11Y EASEMENT. L.F. 31 THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE EA. LOCATION OF THE SEWER LATERAL. L. F. 32 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED EA. IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED ATTN: JACK HAYES AGENCIES IMMEDIATELY. 1205 DUPONT AVENUE 33 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN ONTARIO, CA. 91761 PLACED, INSPECTED AND APPROVED. (909) 390-4738 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 ATTN: STEVE HOCK SO. CALIFORNIA EDISON COMPANY ALB 36 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED 101 TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING (800) 422-4133 (909) 820-5598 UNDERGROUND ANA 37 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, (71 STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION FONTANA WATER COMPANY OF THE CITY TRAFFIC ENGINEER. J.N. (909) 357-6233 DISTRIBUTION DAT 38 AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF FONTANA, CA 92335 RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. (909) 822-2201 ji "All, I PORr BEACH, CA q215650 TACT RA� (BUD) ELAM NE-, (W)I 700-G752 in vs _,vu 2,540 L.F. 11 EA. 1,985 L.F. 1 EA. 2,210 L. F. 3 EA. N. T. S. 6" MIN. VARIES 6" MIN. 10" MAX. I I I I 10" MAX. ,U_ T 04 3" MAX. SIZE NATIVE SOIL '---SUBGRADE COMPACTED 95%. 1 " MAX. SIZE SELECTED NATIVE 6" MAX. SIZE BEDDING COMPACTED N COMPACTED 9-0%--,---- TO 90%. ATIVE SOIL Z 04 8" V.C.P. ui 0 "'a E0, 1/2" CRUSHED STONE BEDDING PER STD. SPECS. FOR PUBLIC WORKS CONSTRUCTION TABLE 200 1.2 [A]. 41'r TYPICAL BEDDING DETAIL FOR 8" VCP 10'OR DEEPER N. T. S. 1 10 lllq� UP liarT, CITY OF FONTANA PACIFIC BELL CO. ATTN: BRIAN WREN ATTN: VIRGINIA BECKER 8353 SIERRA AVENUE 3939 E.CORONADO STREET FONTANA, CA 92335 ANAHEIM, CA 92807 (909) 350-6632 (714) 666-5467 THE GAS COMPANY ADELPHIA (CABLE TV) ATTN. GREG GASPAR ATTN: JACK HAYES 16231 VALLEY BLVD. 1205 DUPONT AVENUE FONTANA, CA. 92335 ONTARIO, CA. 91761 (909) 428-8411 (909) 390-4738 EMERGENCIES: (800) 427-2200 SCALE :AS SHOWN VERIZON DATE: ATTN: STEVE HOCK SO. CALIFORNIA EDISON COMPANY 1400 E. PHILLIPS BLVD. 7951 REDWOOD AVENUE ONTARIO, CA. 91766 (909) FONTANA, CA. 92335 (800) 422-4133 (909) 820-5598 UNDERGROUND (909) 875-5100 - TRANSMISSIONS ui D FONTANA WATER COMPANY (213) 637-1233 PIPELINES ATTN: MICHAEL J. McGRAW (909) 357-6233 DISTRIBUTION 8440 NUEVO AVENUE (800) 422-4133 FONTANA, CA 92335 a_ < (909) 822-2201 CRAWFORD CANYON MUTUAL WATER CO. FAX: (909) 823-5045 ATTN: BILL VANDERKIEFT, JR. (909) 463-9580 SBC Co. ATTN: JAMES ZIELINSKI UNDERGROUND SERVICE ALERT 1265 N. VAN BUREN STREET (800) 227-2600 SUITE 180 0 ANAHEIM, CA 92807 (714) 666-5415 31 11 3536 CONCOURS STREET, SUITE 220 ONTARIO, CA 91764 (909) 581-7212 PHONE (909) 581-7217 FAX SEWER P.O.c FOOTHILL BLVD VICINITY MAP 8' MIN. 10' AVG. —3' MIN,5' MAX. R/W NORTH AND EAST SIDE C14 5' MIN CURB LINE DIST ,,,—SEWER LATERAL . ..... .. �x . ... . ..... .... . ....... . .... ......... "—WATER LAT. & SERVICE METER BY FONTANA WATER COMPANY STREET SEWER MAIN TYPICAL SEWER LATERAL & WATER SERVICE DETAIL NTS NOTE: BACKWATER PREVENTORS ARE REQUIRED IN THESE LOTS: 0243-141-25 LOT 16 DETAIL NTS SCALE IN FEET 0 100 200 300 XCHECKED Blemlal, ?_Ll MJG 111m, FAIRVIEW DRIVE SITE ui 400 Q, D z - - - - - - - - - - - - - - - - SCALE :AS SHOWN DATE: FEB 2006 RAM D NG NO --,:- 4054 4 ui D ui _j z ui a_ < > V) z 0 ui ?: 0 C) BARBEE STREET SEWER P.O.c FOOTHILL BLVD VICINITY MAP 8' MIN. 10' AVG. —3' MIN,5' MAX. R/W NORTH AND EAST SIDE C14 5' MIN CURB LINE DIST ,,,—SEWER LATERAL . ..... .. �x . ... . ..... .... . ....... . .... ......... "—WATER LAT. & SERVICE METER BY FONTANA WATER COMPANY STREET SEWER MAIN TYPICAL SEWER LATERAL & WATER SERVICE DETAIL NTS NOTE: BACKWATER PREVENTORS ARE REQUIRED IN THESE LOTS: 0243-141-25 LOT 16 DETAIL NTS SCALE IN FEET 0 100 200 300 XCHECKED Blemlal, ?_Ll MJG 111m, N 400 Q, - - - - - - - - - - - - - - - - SCALE :AS SHOWN DATE: FEB 2006 RAM D NG NO --,:- 4054 4