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Home My WebLink About2500-1GENERAL NOTES: _FOR CITY OF FONTANAICALTRANSD 1 . ALL W 0 R K uIITKIN clTy 8/6117- of WAY S8144 L BElXNVE 1111AZOVIRUA146 W/TH THESE pMNS, THE C1 7- r of FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS DATED 1975 INCLUDING LATEST REVISIONS, AND STANDARD SPECIFICATIONS FOR PUBLIC WORK G0N9 RUCTION, I_q94 EO/TION. WORK WITHIN STATE RIGHT Of WAY SHALL 89,00NE PER CALTRAN5 6r05. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY FONTANA ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK WITHIN THE CITY LIMITS . CONSTRUC710N pERM/T5 SHt4C.L AL90 ,E 08TA/NEOYWAf CALTRAI16 fOR MORk'WITH/N STATE JURISOICT/ON- 3. UNLESS OTHERWISE SPECIFIED, SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT TYPE VITRIFIED CLAY PIPE N .C.P.). VITRIFIED CLAY PIPE SHALL BE EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM, DESIGNATION : C700-89 "STANDARD SPECIFICATION FOR VITRIFIED CLAY PIPE, EXTRA STRENGTH, STANDARD STRENGTH, AND PERFORATED" AND TO THE SPECIFICATIONS ENTITLED "VITRIFIED CLAY PIPE, MATERIALS SECTION" PUBLISHED BY THE CLAY PIPE INSTITUTE. WHERE PROVISIONS OF THESE SPECIFICATIONS ARE IN CONFLICT, THE MORE RESTRICTIVE PROVISION SHALL APPLY. 4. THE MANHOLES SHALL BE PRECAST CONCRETE MANHOLES PER CITY OF FONTANA STANDARD t7ETA/L !I2 (0/AMETERS A5 SPEG/f/EOPER THESE PLANS RNU CON57R!/GT/dN NOTES), GONGRETE �R �3ASE SLAB 5HALL BE GLA55 S60 -B-3250. Sj4NOAROM�NHOGE fi29/yfEANO GOUER tIYOREI.NFdRGEO GOr�RETE COGGf�R SHALL BE PER CITY OF FONTANA STANDARD DETAIL 109. 5. ALL STATIONING REFERS TO CENTERLINE SEWER UNLESS OTHERWISE NOTED. 6. ELEVATIONS SHOWN ON PROFILE AS "TOP OF MANHOLE" ARE APPROXIMATE ONLY AND NOT TO BE USED FOR SETTING MANHOLE RING. 7. MANHOLE FRAMES AND COVERS SHALL BE CONSTRUCTED BY THE SEWER CONTRACTOR 6" BELOW FINISHED SURFACE GRADE AND UPON COMPLETION OF PAVING, THE PAVING CONTRACTOR SHALL RAISE SAME TO FINISHED GRADE. 8. SHORT STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT THE MANHOLE WALLS TO ABSORB MINIMAL DEFLECTION. 9. 4" V.C.P. HOUSE SEWER LATERALS AND LATERAL HOUSE CLEANOUT ARE TO BE PER CITY OF FONTANA STANDARD DETAIL 125. TERMINATE ALL HOUSE SEWER LATERALS 3' INSIDE THE PROPERTY LINE WITH A PLUG, PER CITY STANDARD DETAIL 125. 10. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 11. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES, ETC., SHOWN ON THESE PLANS OR NOT, WITHIN THE AREA TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. 12. "AS -BUILT" PLANS SHALL BE PROVIDED TO THE ENGINEER OF RECORD BY THE CONTRACTOR. THE ENGINEER OF RECORD SHALL PROVIDE "RECORD DRAWINGS" TO THE CITY PRIOR TO THE CITY'S ACCEPTANCE OF THE SEWER SYSTEM. 13. SEWER CONTRACTOR SHALL CHISEL "X" IN THE CURB AT THE LOCATION OF ALL LATERALS. 14. THE CONTRACTOR SHALL PROVIDE THE TERMINAL CLEANOUT AT THA END OF THE BOUNDARY IF THE SEWER CONSTRUCTION WILL BE DONE IN SEVERAL PHASES. SEE CITY OF FONTANA STANDARD DETAIL 128 FOR SEWER TERMINAL CLEANOUT. 15. ALL 4" HOUSE SEWER LATERAL SHALL BE INSTALLED ON A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE MEANS OF DUST CONTROL WHICH SHALL INCLUDE PROVISIONS FOR ADEQUATE WATERING DURING THE GRADING PROCESS AND PROVISIONS FOR CONTINUANCE OF DUST CONTROL AFTER THE GRADING UNTIL SUCH TIME THAT THE GRADED SURFACE PRESENTS EFFICIENT PROTECTIVE COVER AGAINST WIND OR WATER EROSION THAT SPECIAL DUST CONTROL MEASURES ARE NO LONGER NECESSARY. 17. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS OR FOUND DURING CONSTRUCTION WITHOUT PRIOR NOTIFICATION TO THE CIVIL ENGINEER. REMOVAL AND REPLACEMENT SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS WHICH WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. CONTRACTOR SHALL NOTIFY REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF SAID MONUMENTS BY SAID REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. 18. CITY OF FONTANA UTILITY NOTIFICATION LIST CITY OF FONTANA PACIFIC BELL CO. ATTN: CARLOS NAVARRO ATTN: VIRGINIA BECKER 8353 SIERRA AVENUE 3939 E.CORONADO STREET FONTANA, CA 92335 ANAHEIM, CA 92807 (909) 350-6632 (714) 666-5467 SO. CALIFORNIA GAS COMPANY COMCAST (CABLE TV) ATTN: DENNIS FREEMAN ATTN: JACK HAYES 1981 W. LUGONIA AVENUE 1205 DUPONT AVENUE REDLANDS, CA 92374 ONTARIO, CA 91761 (909) 335-7547 (909) 390-4738 EMERGENCIES: (800) 427-2200 GENERAL TELEPHONE COMPANY SO. CALIFORNIA EDISON COMPANY ATTN: STEVE HOCK 300 N. PEPPER AVENUE 1400 E. PHILLIPS BLVD. RIALTO, CA 92376 •ONTARIO, CA 91766 (909) 820-5598 - UNDERGROUND (800) 422-4133 (909) 875-5100 - TRANSMISSIONS (213) 637-1233 - PIPELINES FONTANA WATER COMPANY (909) 357-6223 - DISTRIBUTION ATTN: MICHAEL J. McGRAW (800) 422-4133 8440 NUEVO AVENUE FONTANA, CA 92335 CRAWFORD CANYON MUTUAL WATER CO. (909) 822-2201 ATTN: BILL VANDERKIEFT, JR. FAX: (909) 823-5046 (619) 868-6040 UNDERGROUND SERVICE ALERT (800) 422-4133 19. THE WALLS AND FACES OF ALL EXCAVATION GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND, OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 20. THE CONTRACTOR(S) SHALL ALSO OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE #19 ABOVE FROM CAL/OHSA. &SEESHEET NO. 5 EOR NOT PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE 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 DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS- IBILITY -FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT: INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS 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. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 3" MAX SIZE NATIVE SOIL, COMPACTED 95% 6" MIN. 10" MAX. 6" MAX SIZE NATIVE SOIL, COMPACTED 907 P� �� I < I a CONSTRUCTION NOTES: ��rrarvT-Ti,Es °J SUrr1IT AV i _--------'-----{--5u„T _^-' -- __AL__ - f000 (CARLOS I AV) $ 15500 I I ' 160DO I (CARLOS i AV) S O1 INSTALL 21" VCP SEWER.7A/.FI W ! 'i JOE AV ' I U ac• WIRDFLOUER AV ZO INSTALL 8" VCP STUB (L=5''f 5=0.01) ------------- - ------ 10 I �lI ,� i II - - 2 E CURTIS 1_ I AV I I U ��t z.. �br.J/ �., II 3 CONST. STD. 48 PRE -CAST MANHOLE PER CITY STD. DWG. 112 /- E. i O ------ ---- ----- CURiIS - -- -I------- - LA SIERRA r � i-- ------ --------I---- -1------ I 16900 DR • i I � I + I � _'J � 4 CONST. STD. 60" PRE -CAST MANHOLE PER CITY STD. DWG. 112.- - -- 2 5/ 4, 5 EA I 1 5 FS CARTER I J - _ AV _ I CARTER - AV 2 14900----' j 15700 5 INSTALL 21'_' VCP -STOPPER. - - - - - � � � J I ; PrC � �' C ---------- ------ ------------------------- 2 �• 16100 LATI N � O6 INSTALL 8" VGP STOPPER. -' , ,15100 HIGHLAND 15300// I TDRREY AV g AV 165°° 8'6900 WALWr GROVE AV . .___ _ .__ _ < z CAIBRIA O7 SAWCU•T, REMOVE, AND REPLACE, 10' STRIP OF EXIST. AC. O .._ ._.. i ... _ _ � 1 -_; .--- . --- i - < _ <- -� --g _ FARSIELL_-_5f . -------a `_< �L ti AV r PAVEMENT FOR TRENCHING. - - - - - - - - - - - - -- - - - - - - -- - - 780 5.F 2,84 3.F. -- ---- _ _.. I i � � w tqz, :FONT NA -53 I 3 HILLER LOS CEDRDS AVIIS 745 L. F ---! 35 i 35 NALHUT__sT IIALRUT 31 ST S MMJW VILLAGE 63DO 16700 I CERRITOS : CT t a I 1570U' V)) $ autrm n 9O REMOVE EX15T. ZI" V.C.P STOPPER JOIAI EX19T. Z11' V.C.P - - - - - -- - 2 EA. `; `'` p 'a CASGD DR sv qR _. .. I� t $: MIRCH c) u / BEARTREE ti. ST - _..•.. - - -- ' - aZ:< r,........... '- rte ---- t 'cIw:FREFHARBOR'ST. 8.... CIR: - ---- ------ g------- ---- - !o IAISTALL 151' V.C.P SEWER - - - - - 16 L. F. � a "'IOU_IITEAIN _ �i . �......... SE I :� VIEW AV �QQ BLUFFVIEU;_ W`' V:IUHTECA :IbtfTECA LOVEWD 3 CLIPTOR (Si: '�: ST s1 75 m Ci <:....... ! ACA IN 22 • �• WRIPOSA R i �L )IELDH I / INSTALL 15" V C. P. STOP'E12 - - - - - - - - 1 EA. /2 REMOVE EXIST. ZI" V.C.P 6Tu6 (L=5') R9CHAMMEL EX15T M.N. 15AgE VICINITY MAP PER META I L 011 '51.7r. 3. - - - - - I EA. N.T.S. 13 CDAISTRUC.T 121' 5XTIZA PEEP P9E-CA67- FLAT TOP MAIJ14OLE FE2PETA1L DIV SHT. 5 AND PER CITY STD. vWG• 110. - 1 EA. 14 IMISTALL Z" V. C. P 6EWE2 25 L.P. /5 IM5TALL. S" V.C. P SToPPF2 - I CA. Ilo CON67'/WtCT O. I ' M W. A. C. OVE2LAY - 7, 272 5. F l7 SAWCUT REMOVE 9.0 L.F. OF EXI6TIAJ6 Z1" V.C.P ZEA. 08 LF) 30 l s SAWCUr, REMoI/E, A0 REPLRGE 10'W1,95 SrRIP 0I= FX1.9r. A •C. RAYeAfr r PoR TRENCHlN6 PER SrA7F 5T�4N9AR05 . - - - - - - - - - - - - - - - - 380 6-1z' /�1._'Y •rwvt r.:v. .' \i�.ay.r.F'r+i1n•'.✓.yt%`STVi./.7b►%\XG7�aw-`•tx..�T y INSTALL CLEAI�Oc1T TO GRADE PER CITY OF' 1='01/7-AA1A A52-0 /A/ST4LL 8" O./. SEWER- - - - - - - - - - - - - - - - - - - - - - - - 40 L.F• 21 /NSTA L L COAICRCTE 131-oCK CRAD.Z E - -. - - (_ - - - - - - - - - - - LS A? - 6" MIN. 10" MAX. ADDITIONAL NOTES & DETAILS ON SHEET NO,, 5 1" MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 909 a 04 _Z . � o a o 21 " VC P �I A 6JZ.7_i5EL CASING TYPICAL BEDDING FOR 21" VCP LESS THAN 1 0 ' DEEP OR N.7. S. &WITHIN STEEL CASING TMLE: 200-1.2(A) 3" MAX SIZE NATIVE SOIL, COMPACTED 959 6" MIN. 6" MIN. 10" MAX. 10" MAX. N 6" MAX SIZE NATIVE SOIL, COMPACTED 90% - 0 *,see NOTE BcLOW 1/2" CRUSHED STONE BEDDING PER STD. SPECS. FOR PUBLIC WORKS CONSTRUCTION TABLE 200-1.2(A) SHOWN BELOW S/EUE SIZE pERCENTA6IF PA55IN6 sIEUEs ! %2 - 914 it 100 l2 g0 - 100 38 20-(00 No. 4 0-19 No .8 0-5 ASTM c IBI rEsr GwlN6 \}�•� •�`r`\•I P� �� I < I a CONSTRUCTION NOTES: ��rrarvT-Ti,Es °J SUrr1IT AV i _--------'-----{--5u„T _^-' -- __AL__ - f000 (CARLOS I AV) $ 15500 I I ' 160DO I (CARLOS i AV) S O1 INSTALL 21" VCP SEWER.7A/.FI W ! 'i JOE AV ' I U ac• WIRDFLOUER AV ZO INSTALL 8" VCP STUB (L=5''f 5=0.01) ------------- - ------ 10 I �lI ,� i II - - 2 E CURTIS 1_ I AV I I U ��t z.. �br.J/ �., II 3 CONST. STD. 48 PRE -CAST MANHOLE PER CITY STD. DWG. 112 /- E. i O ------ ---- ----- CURiIS - -- -I------- - LA SIERRA r � i-- ------ --------I---- -1------ I 16900 DR • i I � I + I � _'J � 4 CONST. STD. 60" PRE -CAST MANHOLE PER CITY STD. DWG. 112.- - -- 2 5/ 4, 5 EA I 1 5 FS CARTER I J - _ AV _ I CARTER - AV 2 14900----' j 15700 5 INSTALL 21'_' VCP -STOPPER. - - - - - � � � J I ; PrC � �' C ---------- ------ ------------------------- 2 �• 16100 LATI N � O6 INSTALL 8" VGP STOPPER. -' , ,15100 HIGHLAND 15300// I TDRREY AV g AV 165°° 8'6900 WALWr GROVE AV . .___ _ .__ _ < z CAIBRIA O7 SAWCU•T, REMOVE, AND REPLACE, 10' STRIP OF EXIST. AC. O .._ ._.. i ... _ _ � 1 -_; .--- . --- i - < _ <- -� --g _ FARSIELL_-_5f . -------a `_< �L ti AV r PAVEMENT FOR TRENCHING. - - - - - - - - - - - - -- - - - - - - -- - - 780 5.F 2,84 3.F. -- ---- _ _.. I i � � w tqz, :FONT NA -53 I 3 HILLER LOS CEDRDS AVIIS 745 L. F ---! 35 i 35 NALHUT__sT IIALRUT 31 ST S MMJW VILLAGE 63DO 16700 I CERRITOS : CT t a I 1570U' V)) $ autrm n 9O REMOVE EX15T. ZI" V.C.P STOPPER JOIAI EX19T. Z11' V.C.P - - - - - -- - 2 EA. `; `'` p 'a CASGD DR sv qR _. .. I� t $: MIRCH c) u / BEARTREE ti. ST - _..•.. - - -- ' - aZ:< r,........... '- rte ---- t 'cIw:FREFHARBOR'ST. 8.... CIR: - ---- ------ g------- ---- - !o IAISTALL 151' V.C.P SEWER - - - - - 16 L. F. � a "'IOU_IITEAIN _ �i . �......... SE I :� VIEW AV �QQ BLUFFVIEU;_ W`' V:IUHTECA :IbtfTECA LOVEWD 3 CLIPTOR (Si: '�: ST s1 75 m Ci <:....... ! ACA IN 22 • �• WRIPOSA R i �L )IELDH I / INSTALL 15" V C. P. STOP'E12 - - - - - - - - 1 EA. /2 REMOVE EXIST. ZI" V.C.P 6Tu6 (L=5') R9CHAMMEL EX15T M.N. 15AgE VICINITY MAP PER META I L 011 '51.7r. 3. - - - - - I EA. N.T.S. 13 CDAISTRUC.T 121' 5XTIZA PEEP P9E-CA67- FLAT TOP MAIJ14OLE FE2PETA1L DIV SHT. 5 AND PER CITY STD. vWG• 110. - 1 EA. 14 IMISTALL Z" V. C. P 6EWE2 25 L.P. /5 IM5TALL. S" V.C. P SToPPF2 - I CA. Ilo CON67'/WtCT O. I ' M W. A. C. OVE2LAY - 7, 272 5. F l7 SAWCUT REMOVE 9.0 L.F. OF EXI6TIAJ6 Z1" V.C.P ZEA. 08 LF) 30 l s SAWCUr, REMoI/E, A0 REPLRGE 10'W1,95 SrRIP 0I= FX1.9r. A •C. RAYeAfr r PoR TRENCHlN6 PER SrA7F 5T�4N9AR05 . - - - - - - - - - - - - - - - - 380 6-1z' /�1._'Y •rwvt r.:v. .' \i�.ay.r.F'r+i1n•'.✓.yt%`STVi./.7b►%\XG7�aw-`•tx..�T y INSTALL CLEAI�Oc1T TO GRADE PER CITY OF' 1='01/7-AA1A A52-0 /A/ST4LL 8" O./. SEWER- - - - - - - - - - - - - - - - - - - - - - - - 40 L.F• 21 /NSTA L L COAICRCTE 131-oCK CRAD.Z E - -. - - (_ - - - - - - - - - - - LS A? - 6" MIN. 10" MAX. ADDITIONAL NOTES & DETAILS ON SHEET NO,, 5 1" MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 909 a 04 _Z . � o a o 21 " VC P �I A 6JZ.7_i5EL CASING TYPICAL BEDDING FOR 21" VCP LESS THAN 1 0 ' DEEP OR N.7. S. &WITHIN STEEL CASING TMLE: 200-1.2(A) 3" MAX SIZE NATIVE SOIL, COMPACTED 959 6" MIN. 6" MIN. 10" MAX. 10" MAX. N 6" MAX SIZE NATIVE SOIL, COMPACTED 90% - 0 *,see NOTE BcLOW 1/2" CRUSHED STONE BEDDING PER STD. SPECS. FOR PUBLIC WORKS CONSTRUCTION TABLE 200-1.2(A) SHOWN BELOW S/EUE SIZE pERCENTA6IF PA55IN6 sIEUEs ! %2 - 914 it 100 l2 g0 - 100 38 20-(00 No. 4 0-19 No .8 0-5 ASTM c IBI rEsr GwlN6 8 21 " VCP 1 " MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 909 � w • w.i•• W .:.. + CL o :. of a o .CD >A d- r 1i TYPICAL BEDDING FOR 21" VCP 1 0 ' OR DEEPER N.T.S:. 2 NOTE FOR COVER OVER 15DEEP.1/2!CRUS14E12, STONE P.SEDn1MCa SHALL EXT6M*E?--II.PTb-,-"- , THE TOP OF P1 P5. _ B NCH MARI RAILfQ,4b `-TK -AMUOIS AN s � ,'�'' '�!4Z. Radhe �Vi' Aver � A3 CAL TRANS PERMIT No. 98-0343 REV/5E0 PLANS A' AAS - BUILT" sewer plan title sheet - 24 [0, 231] PF: 1153 754 '21 -May -97 03: 00 PM / 826-1153-1