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HomeMy WebLinkAbout1638-1FONTANA % I -1-140114 K i111Ul�t � INw;1QMl ,ABll1I'� wK.1S loom ^s Siw EERNMDIWO CO. N.% 1VV[RS8E CO. ■ 1 S IE V\V IE II? 1 11D V IE /th� if. rN If Ip 1. A r* 8 IF 11D S If At A IC A L 'Ilf CUS 1A TRACT N0. 14138 & 14138-1 VICINITY MAP I I CONSTRUCTION NOTES AND QUANTITY ESTIMATES Z N. T. S. -MrC)PIC LAND, -us r"-E3L'j\AS 11/12_jj\\jJ.,Arr.R ca t�. t3 b ui��ommm�mo�mmmmmm��m�o►� JAN t/o t 6 5 �/ cam• / � --- _•.c"T .•t�0. � .. . .... .. . - r 4 141,38 - J 44 '� 8 4 4 3 27 28 2�► 30 31 32 33 34 35 36 37 3 � 40 41 42 �; 45 r46 r ]I J , _ -�• 47 �N A�o �' 1 I J �16 17 1�3 1'9 20 21 22 2;3 h � � 2 5 6 7 8 9 10 II 1�2 13 14 5 rJ h 45 44d 49 24 2 /2ro 27 2 8 30 31 33 34 35 37 38 39 40 41 42 NO. ITEM c�Q,cir� I,NVIT THE CWTRUCT I ON OF ALL PU8"L I C I NPROVEhIEIVTS SVALL ONFORM T'1 "-. . �1 INSTALL STANDARD 14ANl�OLE PER CITY OF SPECIFICATIONS, PUBLIC WORKS DEPARTMENT. CITY OF FONTANA REFER TO DEFINITIONS AND TERMS IN CITY STANDARD SPECIFICATIONS, FONTANA STANDARD DETAIL 112. CONSTRUCT 1 ON PERMITS SIMALL K 69TA I N D FMM FMIWA KW I C EA. ORKS DEPARTMENT PRIOR TO START OF ANY WOAK WITHIN THE CITY IMITS. JAN t/o t 6 5 �/ cam• / � --- _•.c"T .•t�0. � .. . .... .. . - r 4 141,38 - J 44 '� 8 4 4 3 27 28 2�► 30 31 32 33 34 35 36 37 3 � 40 41 42 �; 45 r46 r ]I J , _ -�• 47 �N A�o �' 1 I J �16 17 1�3 1'9 20 21 22 2;3 h � � 2 5 6 7 8 9 10 II 1�2 13 14 5 rJ h 45 44d 49 24 2 /2ro 27 2 8 30 31 33 34 35 37 38 39 40 41 42 NO. ITEM c�Q,cir� I,NVIT THE CWTRUCT I ON OF ALL PU8"L I C I NPROVEhIEIVTS SVALL ONFORM T'1 "-. . �1 INSTALL STANDARD 14ANl�OLE PER CITY OF SPECIFICATIONS, PUBLIC WORKS DEPARTMENT. CITY OF FONTANA REFER TO DEFINITIONS AND TERMS IN CITY STANDARD SPECIFICATIONS, FONTANA STANDARD DETAIL 112. CONSTRUCT 1 ON PERMITS SIMALL K 69TA I N D FMM FMIWA KW I C EA. ORKS DEPARTMENT PRIOR TO START OF ANY WOAK WITHIN THE CITY IMITS. ALL STATIONING REFERS TO CENTERLINE OF SEWEII. ALL WER6RM WORK SHALL K COMIPI.ETEb PR 100 TO PAV 1116 tP 1 �3 INSTALL •" VITRIFIED CLAY EXISTING UNDERGROUND UTILITIES Afli AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL. LOCATION AND ELEVATION IN THE FIELD. PIPE PER CITY OF FONTANA STANDARDS AKD�`7.- THE HALLS AND FACES OF ALL EXCAVAT I ONS NEATER TRAM FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORIN6 YSTEM, SLOPING OF THE GROUND OR OTHER EOUIVALEN MEANS SPECIFICATIONS. BENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO Bk L.P. SUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT ' O INSTALL 4" SEWER t AtERAL PER CITY OF THE CONTRACTOR(S) SHALL OBTAIN A P KNIT TO PERFORM � CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY, SEE STANDAR! FONTANA STANDARD DETAIL 125. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION 306-1.1.6, I.. ! . ���'3 x 44G STANDARD DETAIL 129. 2. ADEQUATE STADES SMALL BE SET BY THE ENI -NEER TO ENABLE TW CONTRACTOR TO CONSTRUCT THE WORKS TO THE PLAN GRADES. CONTRACTOR SHALL NOTIFY THE ENGINEER 48 HOURS PRIOR TO THE ANTICIPATED START OF CONSTRUCTION. 10. AS BUILT DRAWINGS SHALL BE PROV1DED BY THE CONTRACTOR TO THE CITY OF FONTANA. It. THE CONTRACTOR SMALL IE RESPONS I R -E FOR THE KSETT 1 IMG OF ANY SURVEY MONUMENTS, STREET CENTERLINE MONUMENTS, OR BENCH MARKS ` 4" 1 COUPLING � 43 50MIN O.D. MIM. oNE LOWER OF 151b SULDM PAPER AS BOND BREAKER / AROUND PIPE 8 CODLINGS. 'A ! . ,vim /e okfI4 A10. All"31 - a- _ 1 PROVDE FL E XIOLE JOINT . EXTERIOR TO BI WITHIN I • TR_/ -\CT i a;) r rM204.Z23----,20)OF ENCASEMENT ENDS - }� : : t, CLASS I CONCRETE �--�' �. �:, • i INDEX MAP _�_ • .0 T . A.... . -7 CONCRETE ENCASEMENT �»•� N.T S Oman .. • 1 '8• o•� r- �oyti - T V .6 s f, • - 1 a 7 1 M - C� S LECTEO NATIVE SOJi IL M -Carl IPLO- ', s'sw. I MAX. SIZE • • ',►- , f T ' COMPACTEO TO 90% 71 • �_ , L • •j • -� s ••.• 2 • '� - - �'�' �' I"MANX SIZE WLECTtO NAT) V E tE DO I N 49 -- •' _ �' --- own 1R "ft L COMPACTED T O 90 % t l )MIftli AIA IQ6Iii for� sf 0" % allr typical jwKt:1 • �' :..� / L ctiQVWK cope may be wN is lilt of 19 tswPRIVATE ELIC, I NF: E►RS NOTICE TO CONTRACTOR Ykt fllrit CN1eo. - - - -- -- -- - - -- - - - - - - -- - - -- - --_ p \\ Tht Mlraot want~! >AaN tt icef me I/4" To 3/4" IM fhas K Mr w>�e n 2s"aesrt 3kIf ROCK wwwo Tom' 'I The U" maphrk fie► 5"N be placed 1. ALL UNDERGROUND UTILITIES OR STRUCTr1RES REPORTED BY T'RE ainh l f o toot of rnsnbok aMl tAt �''� rNf n�+elrat tc atn )"nrnt �Iw project a OWNER OR OTHERS, AND THOSE SHOWN OF THE RECORDS EXAMINED ARE � TYPICAL BEC PVR 8VCP TYPICAL BECiOING FOR a VCP SHOWN WITH THEIR APPROXIMATE LOCATION AND EXTENT. �, A AN joints shall ht Alortartd. 6-5/t•A lf� iron �tlp ar pl�tic 0!Ps 10' OR DEEPER LESS THAM 10' DEEP wMinm 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETER"IN THE � - ASTMAT M If (aradc 43750. s» E y �l aN. T. S. N T. S. erA�&.�,��.► NATURE OF EXISTING GROUND AND/OR THE FINISHED GRADE IN THE '`' VICINITY OF THE PROPOSED CONSTRUCTION AREA IMMEDIATELY PRIOR r'�fjfESS/TO CONSTRUCTION. STANDARD PRE -CAST MANHOLE �o E ��,�� 3. THE CONTRACTOR IS I:ZQUIRED TO TAKE DUE PRECAUTIONARY PER CITY OF FONTANA STANDARDS MEASURES TO PROTECT THE UTILITIES OR STRUCTURES FOUND AT THE DE TAIL, 112 =' CM NO. 14375 r n SITE. IT SHALL BE THE CONTRACTOR'S REPSONSIBILITY TO NOTIFY N T i. c`'`'c EXP. 3-31-89 -70 THE OIINERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. L f 4. TIM CONTRACTOR SHALL UNCOVER ALL UTILITIES TWAT N! MAT BE .JOINING, CROSSING OR PARALLELING PRIOR TO ANY CONSTRUCTION TO VERIFY BOTH HORIZONTAL AND VERTICAL LOCATIONS. ANT CONFLICT OR DISCREPANCY SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO CONSTRUCTION, OTHERWISE THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY COSTS OF RELOCATION OR BENCH MARKc ADDITIONAL COSTS OF CONSTRUCTION. F .0 ✓t GENERAL NOTE I. THE CWTRUCT I ON OF ALL PU8"L I C I NPROVEhIEIVTS SVALL ONFORM T'1 "-. . THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD' SPECIFICATIONS, PUBLIC WORKS DEPARTMENT. CITY OF FONTANA REFER TO DEFINITIONS AND TERMS IN CITY STANDARD SPECIFICATIONS, 2. CONSTRUCT 1 ON PERMITS SIMALL K 69TA I N D FMM FMIWA KW I C ORKS DEPARTMENT PRIOR TO START OF ANY WOAK WITHIN THE CITY IMITS. ALL STATIONING REFERS TO CENTERLINE OF SEWEII. ALL WER6RM WORK SHALL K COMIPI.ETEb PR 100 TO PAV 1116 tP 1 STREETS. S. EXISTING UNDERGROUND UTILITIES Afli AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL. LOCATION AND ELEVATION IN THE FIELD. 1. THE HALLS AND FACES OF ALL EXCAVAT I ONS NEATER TRAM FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORIN6 YSTEM, SLOPING OF THE GROUND OR OTHER EOUIVALEN MEANS BENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO Bk SUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT ' NAY BE EXPECTED. 7. THE CONTRACTOR(S) SHALL OBTAIN A P KNIT TO PERFORM XCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 6 ARM FIN CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY, SEE STANDAR! SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION 306-1.1.6, IL REFER TO CITY OF FONTANA, t DEAGIIDW UTILITY LOCATPON STANDARD DETAIL 129. 2. ADEQUATE STADES SMALL BE SET BY THE ENI -NEER TO ENABLE TW CONTRACTOR TO CONSTRUCT THE WORKS TO THE PLAN GRADES. CONTRACTOR SHALL NOTIFY THE ENGINEER 48 HOURS PRIOR TO THE ANTICIPATED START OF CONSTRUCTION. 10. AS BUILT DRAWINGS SHALL BE PROV1DED BY THE CONTRACTOR TO THE CITY OF FONTANA. It. THE CONTRACTOR SMALL IE RESPONS I R -E FOR THE KSETT 1 IMG OF ANY SURVEY MONUMENTS, STREET CENTERLINE MONUMENTS, OR BENCH MARKS WHICH ARE DISTURBED DURING CONSTRUCTION WHETHER THEY ARE SHOWN ON THE PLANS OR NOT. 12. ALL MANHOLE AND CLEANOUT FRAMES AND CWRS SHALL BE CONSTRUCTED 6' BELOW FINISHED GRADE BY SEWER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 13. ALL 4' HOUSE SEWER LATERALS SHALL SE INSTALLED ON A 2% NINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. INSTALL SEINER CLEAN OUT AND CLEAN C7UT BOX FOR AL HOUSE LATERALS PER STD. 125 AND STD. 125-A RESPECTIVELY. 14. TERMINATE ALL 4' HOUSE SEWER LATERALS Y INSIDE THE LOT WITH A PLUG. SHOULD A PUBLIC UTILITIES EASEMENT LIE CONTIGOUS TO THE STREET R -O -W, THE LATERAL SHALL EXTEND ACROSS THE EASEMENT AND TERMINATE 3' INSIDE THE LOT AS MEASURED FROM THE UTILITIY EASEMENT LINE. 15. CHI S. ' X' SMALL K PLACED ON THE CUpB OVER LOCAT I MIS OF SERA LATERALS BY THE SEWER CONTRACTOR. IS. IT SHALL BE THE CONTRACTORS RESPONSIOILITY TO VERIFY THE NORIZONTAL LOCATION AND VERTICAL ELEVATIONS OF ALL UTILITY CROSSING FOR ALL UTILITIES CONSTRUCTED PRIOR TO THE SEWED ANY DISCREPANCIES SHALL BE MADE IN WRITING TO THE OWNER PRIOR TO CONSTRUCTION. r. 17. THE CONTRACTOR(S) SHALL 100RDIANTE CONSTRUCTION WITH ALL UTILITIES ANA -OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE. LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC, 48 HOUR`$ PRIOR TO EXCAVATION NEAR THEIR FACILITIES, NOTIFY: CITY OF FONTANA 1353 SIERRA AVENUE FONTANA, CALIFORNIA 9235 TELEPHONE: ( 714) 350-7610 90. CALIF. OAS COMPANY DISTR1BUT IOR FACILITIES, $70 4TH STREET, P. 0. BOX 6226 SAN BERNARDINO, CALIFORNIA 92405 TELEPHONE: ( 714) 884-9411 OR ( 8013) 422-4133 $0. CAL 1 F. GAS CMANY-TRANM 1 SS I ON DEPARTMENT BIRCH STREET I191 REA, CALIFORNIA 92621 TELEPHONE: ( 714) 529-28'99 Ail (8001 422-4133 IOUTHERN CALIFORNIA EDISON COMPANY 351 E. FRANC IS AVENUE, P. 0. BOX 513 NTARIO, CALIFORNIA 92621 ELEPHONE: (714) 947-2996 - UNMDERGR AW POWER 875-5100- TRANSMISSION 1714j 213 637-1233 - PIPELINES, OR 800) 422-4133 TELEPHONE COMPANY 1ENERAL 45 N. MOUNTAIN VIEW AVENUE POMONA, CALIFORNIA 91766 TELEPHONE: ( 213) 357-2257 00 ( BUM 422-4133 SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT S25 EAST THIRD STREET SAN BERNARDINO, CALIFORNIA 92405 TELEPHONE: (714) 383-1665 PACIFIC TELEPHW 9 TELEGRAM COMPANY ADAMS STREET 1073 1VERSIDE. CAL I FMN I A 92519 TELEPHONE: ( 714) 359-2585 OR (800) 422-4133 18, ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND All TELEPHONE O POWER POLES, MATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES, ETC. SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION, BE RELOCATED BY OTHERS. IT SHALL BE THE CONTRACTOR'S IHALL ESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. .� 196 THE SEWER CONTRACTOR SHALL BE FULLY RESPONSIBLE fop THE LOCATION AND PROTECTION OF ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES WHETHER SHOWN ON THESE PLANS OR NOT.BUILT _T 20. NO LATERALS SHALL BE PLACED UNDER DRIVEWAYS• 21. ENG I NEER SHALL CHECK OUT O 161 NAL SEXIER I MR'POVEMNENT PLANS AND TRANSFER 'AS -BUILT' INFORMATION PRIOR TO - GATE CITY ACCEPTANCE OF THE SEWER SYSTEM. Irv* ;-1111fi .0