The URL can be used to link to this page

Home My WebLink About3046-1W1340,11yev 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 LUTS. 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. 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 WORT( 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 (MOUND 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 THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING 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, RECLANED 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 WORT( TO THE 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 CIVIL ENGNrEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO THIS CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABUSHED FOR LATER REPLACEMENT OF THE 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 TO 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 INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE 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. 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 V.C.P. 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 EASEMENTS EXIST NEXT TO THE STREET RIGHT OF WAY, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT. I A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 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 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. PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND 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, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. UNDERGROUND UTILITIES & STRUCTURES THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS WAS OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. CAUTION: "THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS." NOTICE TO CONTRACTOR: UTILITIES SHOWN HEREON AS "PROPOSED" MAY IN FACT BE EXISTING AT THE TIME OF THIS CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE IF ANY "FUTURE OR PROPOSED" UTILITY HAS BEEN CONSTRUCTED. UTILITY PURVEYORS: SEWER WATER CITY OF FONTANA FONTANA WATER COMPANY 8353 SIERRA AVE. 8440 NUEVO AVE FONTANA, CA. 92335 FONTANA, CA 92335 (909) 350-6632 (909) 822-2201 ATTN: CARLOS NAVARRO ATTN: AL KROHN ELECTRICAL SAN GABRIEL VALLEY WATER COMPANY O3 PO BOX 6010 SOUTHERN CALIFORNIA EDISON CO. EL MONTE, CA 91734-2010 7951 REDWOOD AVE (626) 448-6183 ext 251 FONTANA, CA 92335 ATTN: LUIS MONTENEGRO ATTN: JAIME AMESZCULA CONSTRUCT SEWER LATERAL CROSSING PER DETAIL ON SHT 4 AND PER APWA STD PLAN (909) 357-6581 GAS (800) 422-4133 223-1 CASE D ON SHT 7 UNDERGROUND: (909) 820-5598 SOUTHERN CALIFORNIA GAS COMPANY TRANSMISSIONS: (909) 820-5137 P.O. BOX 3003, SC8031 PIPELINES: (213) 657-1233 REDLANDS, CA 92373-0306 ATTN: RICKEY REYES DISTRIBUTION: (909) 357-6589 (gOg) 335-7508 (909) 335 7527 (FAX) TELEPHONE 27 26 n n SHT 6 PACIFIC BELL EMERGENCIES: (800) 427-2200 3939 E. CORONADO STREET CABLE CO. ANAHEIM, CA. 92807 15 (714) 666-5500 COMCAST CABLE ATTN: LARRY SIGNAIGO 1205 DUPONT AVE. 54 55 56 ONTARIO, CA. 91761 I (909) 390-4738 ext 3055 1 TRACT BOUNDARY SHT 4 I 1 I I SHT 2 r her TRACT 15843 i SIERRA LAKES '��l :�7 102 103 104 1111 2 3 4 3 96 i PARKWAY 6 9 10 11 12 ��■ 13 I CONSTRUCTION NOTES & QUANTITIES: MH _ ITEM DESCRIPTION QUANTITY 4" 3/4- Ol INSTALL 8" EXTRA STRENGTH VCP SEWER 3,900 LF _ 0 CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112 14 EA �c O3 INSTALL 4" EXTRA STRENGTH VCP LATERAL PER CITY STD DETAIL 125 3,275 LF _. O REMOVE STOPPER AND JOIN PIPE 1 EA RIGHT OF WAY------- O5 CONSTRUCT SEWER LATERAL CROSSING PER DETAIL ON SHT 4 AND PER APWA STD PLAN 4 EA 11-21-01 rnN 223-1 CASE D ON SHT 7 24 G No.: O BACKFLOW PREVENTOR (TO BE INSTALLED WITH PRECISE GRADING) 29 EA NOTE: 1. CONTRACTOR TO NOTIFY ENGINEER OF ANY DISCREPANCY WITH THE PLANS PRIOR TO START OF WORK. �c 2. SEE GENERAL NOTE 30. i PARKWAY 6 9 10 11 12 ��■ 13 I 43 44 ( MH MH MHi 6, ,6 ' 74 99!• 0 92 91 90 !s 96 67 w 65 64 63 m 61 60 79 76 77 HK*LAM CHANNEL (SBCFCD) 6" MIN 10" MAX 3" MAX SIZE NATIVE - SOIL., COMPACTED 95% 6" MAX SIZE NATIVE SOIL COMPACTED 90% 1/2" CRUSHED STONE BEDDING PER STD. SPECS. FOR PUBLIC WORKS CONSTRUCTION TABLE 200-1.2(A) SHOWN AT RIGHT 8" VCP N jin 41 + 6" MIN 10" MAX SR 210 FREEWAY INDEX MAP SCALE: 1"=150' 1" MAX. SIZE SELECTED NATIVE SOIL BEDDING COMPACTED TO 90% TYPICAL BEDDING FOR 8'9 VCP 10' OR DEEPER NTS REv. REV" oEsWnoN DAM ENGR. an DAZE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT QEc-o2D DfLAb-(1PjG Z -OL -1 NG ,If 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 STANDARDS IN EFFECT. /QRpFESS/�A \. r Z No. 31681 zm * Exp. 12/31/04 sjgl� CIVI`\�`Q CA 76 TABLE 200-1.2(A) 75 SIEVE SIZE �- MH MH _ SEWER LINE _ MH PER OTHER SHEET 4" 3/4- 1 .WOOD F0- - -DUCK --11 -- STREETS _ 20-60 NO. 4 0-15 NO. 8 0-5 ASTM C 131 TEST GRADING B _. DIRECTION OF FLOW - 10 RIGHT OF WAY------- 14 I 11-21-01 rnN 24 G No.: C. W /N 1 36 's 34 32 31 30 TRACT 15844 27 26 n n SHT 6 25 23 % �Q 15 1 SHT 3 4B 36 10 50 51 52 53 54 55 56 57 I 1z, 16 22 17 J TRACT BOUNDARY 39 -� 2-M3 Mq45 - 'QMH D LANE 1 21 � 41 WAY 40 I� _ _- CY K 65 64 67 66 69 i3 62 G 70 71 60 19 I 734U Q 43 44 ( MH MH MHi 6, ,6 ' 74 99!• 0 92 91 90 !s 96 67 w 65 64 63 m 61 60 79 76 77 HK*LAM CHANNEL (SBCFCD) 6" MIN 10" MAX 3" MAX SIZE NATIVE - SOIL., COMPACTED 95% 6" MAX SIZE NATIVE SOIL COMPACTED 90% 1/2" CRUSHED STONE BEDDING PER STD. SPECS. FOR PUBLIC WORKS CONSTRUCTION TABLE 200-1.2(A) SHOWN AT RIGHT 8" VCP N jin 41 + 6" MIN 10" MAX SR 210 FREEWAY INDEX MAP SCALE: 1"=150' 1" MAX. SIZE SELECTED NATIVE SOIL BEDDING COMPACTED TO 90% TYPICAL BEDDING FOR 8'9 VCP 10' OR DEEPER NTS REv. REV" oEsWnoN DAM ENGR. an DAZE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT QEc-o2D DfLAb-(1PjG Z -OL -1 NG ,If 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 STANDARDS IN EFFECT. /QRpFESS/�A \. r Z No. 31681 zm * Exp. 12/31/04 sjgl� CIVI`\�`Q CA 76 TABLE 200-1.2(A) 75 SIEVE SIZE PERCENTAGE PASSING SIEVES 1 1/2- 2"3 SEWER LINE CL PER OTHER SHEET 4" 3/4- 100 1/2- 90-100 3/8 20-60 NO. 4 0-15 NO. 8 0-5 ASTM C 131 TEST GRADING B SUMMIT AVE. I Y/SUMMIT `N RF.Cz9_ 0 PRp+W IrJC�'� 2 (z7lO4 W No. 31111 Expl2 3f a srgl i v F�f CAL1F0� PGS c��ti/ Y Of < U 41 W > J ///WWI PROJECT m Q SIERRA LAKES = SITE PARKWAY U 'C7 HIGHLAND AVE. COUNTY OF SAN BERNARDINO ` VICINITY MAP NTS THE BENCH MARK FOR THIS PROJECT IS CALTRANS BM #8-17. IT IS DESCRIBED AS A BRASS CAP IN THE CONCRETE BASE OF THE SOUTH LEG OF AN SCE TOWER 343' NORTH OF HIGHLAND, 0.2 MI WEST OF SAN SEVAINE RD., 2.65 MI WEST OF SIERRA AVE. ELEVATION IS 1428.609 FEET. BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS DRAWING IS THE UNE BETWEEN THE NW COR. SEC. 25, R6W, T1 N (PT. 61) AND THE NORTHERLY QUARTER COR. OF SAID SEC. 25 (PT 84). SAID BEARING IS N89.44'05"E AS SHOWN ON RS 30/58-60. LEGEND SEWER LINE BEGIN CURVE EC SEWER LINE CL PER OTHER SHEET MH SEWER LINE INT PER OTHER PLANS R/W EX SEWER LINE EX S STORM DRAIN LINE SD WATER W SEWER MANHOLE 0/0 DIRECTION OF FLOW ST 10 RIGHT OF WAY------- SEWER STATION LIM &ryemm,Inc. Q❑ 17 A Civil Engineering • Planning • Surveying - Public Works AWN BY: 1152 N. Mountain Ave. Ste. 100 - Upland, CA 91786-3669.909-982-7777 REF PREPARED UNDER TH SUPERVISION OF: BY: - 0 U REF CWCKM BY HAROLD A. GARCELON R.C.E. 31681 DATE: RC7 RLB BC BEGIN CURVE EC END CURVE CL CENTERLINE MH MANHOLE INT INTERSECTION R/W RIGHT OF WAY EX EXISTING S SEWER UNE SD STORM DRAIN LINE W WATER LINE ST STREET STATION 10+00.00 SEWER STATION CRY OF FONTANA, CALIFORNA SW"rr HEIGHTS 0- SEWBB PLANS !M5F BY I 0 ay v 0 �o ,a 0 o� a� a o AS SHOWN N coo 11-21-01 rnN LUo G No.: C. W /N N N % �Q