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HomeMy WebLinkAbout3201-11 Uj z ui d VICINITY MAP NO SCALE EA. GENERAL CONSTRUCTION NOTES 8" VITRIFIED CLAY PIPE EXTRA STRENGTH SIEVE SIZE 1.ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD PER CITY OF FONTANA STANDARDS AND SPECIFICATIONS - SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION OINSTALL 4" VITRIFIED CLAY EXTRA STRENGTH SEWER LATERAL Y UNLESS OTHERWISE NOTED. PER CITY OF FONTANA STANDARD DETAIL 125. INSTALL SEWER i 1V 2.WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE CLEANOUT BOX PER CITY OF FONTANA STD DETAIL 125A FOR w PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 3/8" CONCRETE AREAS AND 125B FOR LANDSCAPE AREAS. i+ (213) 357-2257 OR (800)422-4133 ALL AFFECTED AGENCIES IMMEDIATELY. _ i 3.ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. :. (7M) 7'1 SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT m i 4.CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE ASTM C131 TEST GRADING B START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC 34.ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. i RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909)350-7610. (909) 383-1665 TR. 1611 5.1HE 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. 35.APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. PACIFIC TELEPHONE AND TELEGRAPH COMPANY 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 36.ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION EXISTING 8" SEW. EDISON CO EASEMENT O CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. RIVERSIDE, CA 92504 (714) 359-2585 OR (800)422-4133 � &THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR 37.UPON COMPE11ON OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS FONTANA WATER COMPANY THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 8440 NUEVO AVENUE 9.NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. P.O. BOX 987 38.AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CIN 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 ENGINEER AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 12 MH #3 13 � 11.THE CONTRACTOR SHALL COORDINATE CONSTRUC11ON WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, EECTRIC, CABS \ 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. 11 D 14 vQ12.THE ILA 1 N ® AP 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. 10 15 Jam` .t- SCALE 1"=150' 11STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED. g CO 14.ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN $ 1 G �%' GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING MH 2 CONSTRUCTION. EXISTING 8" SEW. --�\\ % 15.THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. -MH #4 MHt '\ 16.REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, SHALL BE DONE BE 6 A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION 3" MAX SIZE NATIVE SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE 5 SOIL, COMPACTED TO ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. !! \ \ 4 95% RELATIVE COMPACTION 17.THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED ! 3 AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. ! \ EXISTING 12" 6" MIN 6" MIN SEW. \ � 18.THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. `' 10" MAIC to" MAX /! ` 19.THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY / N 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. VE 6" MAX SIZE NAl1TO21.A SOIL COMPACTED TOEXISTING GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF 15" SEW. — — — — — cTHAT 90% RELAl1VE COMPACTION --——UTILITY NOT11-(CATIONS PORTION OF THE WORK UNTIL SPECIFIED DENSITY IS OBTAINED. OF TRENCH 22.CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE 1" MAX SIZE SELECTED CITY ENGINEER MAY REQUIRE TEMPORARY NONERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 17EDG'E NATIVE BEDDING COMPACTED CIN OF FOA ANA TO 90% RELATIVE COMPACTION 8353 SIERRA AVE 23.ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. FONTANA CA 92335 923 TELEPHONE TELEPHONE (909) 350-7610 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 CIN OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT. SO.CALIF GAS COMPANY -- DISTRIBUTION FACILITIES 16231 VALLEY BLVD. 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 FONTANA, CA 92335 SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 FOR V.C.P. TELEPHONE (889-9711) OR (800) 422-4133 ? 26.NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CIN ENGINEER. = SO.CALIF GAS COMPANY -- TRASMISSION DEPARTMENT UNDISTURBED EARTH iv Q 2191 BIRCH STREET 27.SHORT VCP STUBS WITH FI XIBE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. BREA, CA 92621 0 � I� , 1� G TELEPHONE (909) 529-2889 OR (800) 422-4133 28.PRIOR TO CONSTRUCTION, THE CIN EXPOSE NCORRECTNESS G FACILITIES, AND VERIFY OR L0 AND CSHOWN OF �THE '- APPROVAL OF CONNECTIONS TOE ISTINGAFACILITIESLDOES NOT MPLYL OF ELEVATIONS ATIONSN ONATION PLANS. ('� C� © - • r. SOUTHERN CALIFORNIA EDISON COMPANY CONSTRUCTION NOTES QUANTITIES g�'� ��' 7951 REDWOOD AVENUE NA, CA �o J FONTANA, CA 92336 // Qr 29.ALL 4" HOUSE SEWER LATERALS SHALL BE INSTALLED ATA 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CIN ENGINEER. NO. ITEM QUANTITY UNIT ROCK GRADED AS FOLLOWS: 4' 0 909 31 (SO. OF MERRILL ) " " 30.TFRMINATE ALL 4 HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12 BELOW THE GROUND SURFACE WHEN PUBLIC UTILITY EASEMENTS 1 INSTALL STANDARD MANHOLE PER CITY OF FONTANA STANDARD DETAIL 112. 3 EA. JINSTALL 8" VITRIFIED CLAY PIPE EXTRA STRENGTH SIEVE SIZE LF PER CITY OF FONTANA STANDARDS AND SPECIFICATIONS 622 OINSTALL 4" VITRIFIED CLAY EXTRA STRENGTH SEWER LATERAL 15 EA PER CITY OF FONTANA STANDARD DETAIL 125. INSTALL SEWER 1/2" 90-1001, CLEANOUT BOX PER CITY OF FONTANA STD DETAIL 125A FOR 32.IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND 3/8" CONCRETE AREAS AND 125B FOR LANDSCAPE AREAS. ^11 , 5 (213) 357-2257 OR (800)422-4133 ALL AFFECTED AGENCIES IMMEDIATELY. NO 4 NO 8 0-15 0-05 :. (7M) 7'1 SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT 33.NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. ASTM C131 TEST GRADING B 825 E. THIRD STREET SAN BERNARDINO, CA 92408 34.ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. FOR TRENCHES DEEPER THAN 10' USE 1/2" CRUSHED FONTANA, CA 92334 (909) 822-2201 BENCHMARK Q REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of JENS IELMA : CITY OF FONTANA CALIFORNIA h Q�OFESS�p� MA COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ��oa5 �HI�� �� R.C.E. Na.2 SOUTHRIDGE VILLAGE 16. HIETMAN SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, '` y� Z EXP. DATE 12/31/05 DRAWN BY: S.Z.SEWER IMPROVEMENT PLANS SCAM: NBENCHMARK: 918.40 DIAL �, No. 25742 r,TRACT 16119 As SHOWN ENGIN�TRs Two waRKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TOP 12=31-05 DESIGNED BY: DATE: BEFORE DAYQUBEFORE *`� CIVIL ��P* JTT TITLE S ET \ 8/23/02 221 S GLASSELL ST ORANGE, CA 92866 SPIKE ON POWER POLE #674320E AT YDU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND qTF J �U�FO�D,� � "".pa{e ;� �ZS-�2 CHECKED BY AP BY: DRAWING NO.: (714) 744-9700 FAX (714) 744-9312 INTERSECTION JURUPA AVE AND MULBERRY TOLL FREE l-800-227-2600 1 AVE A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT` R�zo_0 ViRPtNf� 3_11 3��, STANDARDS IN EFFECT. 3201 2 CITY ENGINEER R.C.E. 51152 DATE- (909) 357-6223 (N0. OF MERRILL) (800) 422-4133 EXIST NEXT TO THE STREET RIGHT OF WAY, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURED FROM THE U11UTY EASEMENT. SIEVE SIZE PERCENT PASSING I � GENERAL TELEPHONE COMPANY 31.THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 3/4" 100 �`�'� '� K; -�= 245 N. MOUNTAIN AVENUE 1/2" 90-1001, POM ON A, CA 91766 32.IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND 3/8" 20-60 8" V.C.P. ^11 , 5 (213) 357-2257 OR (800)422-4133 ALL AFFECTED AGENCIES IMMEDIATELY. NO 4 NO 8 0-15 0-05 :. (7M) 7'1 SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT 33.NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. ASTM C131 TEST GRADING B 825 E. THIRD STREET SAN BERNARDINO, CA 92408 34.ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. (909) 383-1665 35.APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. PACIFIC TELEPHONE AND TELEGRAPH COMPANY 3073 ADAMS STREET 36.ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION '�/ /amu p n 1 i PIC L TRENCH BEDDING RIVERSIDE, CA 92504 (714) 359-2585 OR (800)422-4133 OF PAVING. 37.UPON COMPE11ON OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO NO SCALE FONTANA WATER COMPANY THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 8440 NUEVO AVENUE P.O. BOX 987 38.AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CIN ENGINEER FOR TRENCHES DEEPER THAN 10' USE 1/2" CRUSHED FONTANA, CA 92334 (909) 822-2201 BENCHMARK Q REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of JENS IELMA : CITY OF FONTANA CALIFORNIA h Q�OFESS�p� MA COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ��oa5 �HI�� �� R.C.E. Na.2 SOUTHRIDGE VILLAGE 16. HIETMAN SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, '` y� Z EXP. DATE 12/31/05 DRAWN BY: S.Z.SEWER IMPROVEMENT PLANS SCAM: NBENCHMARK: 918.40 DIAL �, No. 25742 r,TRACT 16119 As SHOWN ENGIN�TRs Two waRKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TOP 12=31-05 DESIGNED BY: DATE: BEFORE DAYQUBEFORE *`� CIVIL ��P* JTT TITLE S ET \ 8/23/02 221 S GLASSELL ST ORANGE, CA 92866 SPIKE ON POWER POLE #674320E AT YDU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND qTF J �U�FO�D,� � "".pa{e ;� �ZS-�2 CHECKED BY AP BY: DRAWING NO.: (714) 744-9700 FAX (714) 744-9312 INTERSECTION JURUPA AVE AND MULBERRY TOLL FREE l-800-227-2600 1 AVE A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT` R�zo_0 ViRPtNf� 3_11 3��, STANDARDS IN EFFECT. 3201 2 CITY ENGINEER R.C.E. 51152 DATE-