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HomeMy WebLinkAbout1944-1C . F� DE TA I .A I -,ENGINEERS NOTE TO CONTRACTOR W TE. ­..'N''THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UITILTY PIPES, SE PLANS WERE ....,_.C%0UITS, OR STRUCTURES SHOWN ON THE BY A SEARCH OF EXISTING AVAILABLE RECORDS. TO THE �__BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT '�A DI AKIQ Twp ry-mmArTnP Tq PPCI lTppn Tn TAVP , -';-. ,, �r, � 7' ' -­"QUE-PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES MES ALL _�.'_.SHOW4 ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSU RESPONSIBILITY FOR THE UTILITY PIPES,CONDUITS, OR STRUCTURES OR NOT SHOWN ON THESE DRAWINGS .._CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE -M` RESPONSIBILITY,FOR JOB SITE CONDITIONS DURING THE COURSE OF -,0 7� "'OF -CONSTRUCTION OF THIS PROJECT, INCLUDI S L NG AFETY OF AL CCN - PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, ,-`,,`k-`:,"­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 ENGINEER. RIVERSIDE BLUEPRINT - RIVERSIDE, CALIF. 141 zz 01 0 V LGVE�_ lop/ IAI 1�IAI P,4 V6VIC-lU T FUTURE /MP/?_oV-S. PR)YATE ENGINELR,5 NOTE MANGO A VENUE N_ T_ T1. = 5. 5 4P &I'l- f 10 S 1.5"RC-P A_G F4!�74_2 TIC4CT J /Vo. 13411 IMP17-0V PLIAA-11F, 5 T- Z4-,-, C. 5. P�l ,eEMOVE- 7o 5.w 0 - /Z1 /0/ Jz 46 F( L9 40 0 01 () � ZOO- r- 1MRF0VEMEA1T,5 (0 PA VEMEA-1 _r 'BLANCHARD AVENUE 50 le1w 26" E: 7 -71, -4 /o/ (P D 45 _0��l 0.�311 O.Cp Z -v .0. PqVEMEI�JT 7-k IMPROV 15 CERRITOS STREET M, 7: S. T 7 -NE PRIVATE EM�INEE77, 51(SN(INC-, T/40�37EF PL,4"5 U pc,�- 15 RE5POA15113LE FIOR 4 �55URIN6 TPE ACC(17244CY ANP _,rk. 13411 ACCE-PTA131LITY OF TPE W07ZK WEREOIN4. HQ TWE EV&JT OF P15CREPANCIE�', 491SINIG DLRIN6 CON6MUC-TION TWE PRWATE EN61NEEP, 5VIALL 36 RESPO"SIP-54-E FOR 0ETE:9M1NJA16 AN AC(f EP7-Af3LC- ��OLUT_101V ANO JZEV/S/A/,f, T7 -4E PLAN�; FOR APPROVAL f3Y T"E: CIT -V. MCH MAW: SAN! BERNARDINO COUNTY SURVEYOR .:"ELEVATION: 1527.59 ,REFERENCE: FIELD BOOK 4049 PG. 22 R.R. SPIKE, SOUTH SIDE OF P.P. 2.0' UP, 0.5 MI. EAST ALONG HIGHLAND AVENUE FROM SIERRA AVENLE, 30' SOUTH AND 36' WE -ST OF 1/4 SECTION 29/32, T.1 N.,R.5 W. - GENERAL NOTES (STREET) 1. All work shall be done' in accordance wi:6­ these plans and , the, City of Fontana Public Works Department standard specifications dated 1975. 2. Construction permits shall be obtained from the Fontana Public Works Department prior to start of any work within the city limits. 3. Adequate stakes shall be set by the Engineer to enable the contractor to construct the work to the plan grades. 4. All pipes or substructures of any kind and all telephone or power poles, water -meters, valves, hydrants, irrigation structures, etc., shown or not shown on this plan and located within areas to be improved and interfering with construction, shall be relocated by others; it shall be the contractor's responsibi ' lity to notify all of the agencies concerned before construction begins. 5,. Water valves covers shall be raised to grade by the paving contractor. 6. As -built plans shall be provided to the City by the Contractor. 7. All Utility Companies shall be given 48 hours notice prior to working around their facilities. 8. All backfill to be certified by Soils Engineer. 9. All materials and methods to be subject to the approval of the City Engineer. 10. Backfill materials to have a S.E. of 30 (min.) and min. compaction of 90%. 11. All new or existing valve cans and manholes shall be adjusted to grade during paving. 12. Contractor to install pavement markings and striping as required by the City Engineer. 13. Contractor shall not operate any main line water 'valve on existing waterlines.. 14, If existing utilities or other facilities conflict with the proposed improvements, work shall stop and the engineer notified immediately. 15. It shall be the responsibility of the Contractor to notify the engineer after the base course has been constructed and before the paving has been installed so that the engineer may install the street centerline monuments as required by the city code of the City of Fontana. PAVING NOTE - (��ENEWAL NOT -C-6 (5TORM PZ41M) Actual thickness of -base material to be determined by soil. test and recommended by the Soils Engineer R. Values, sand equivalents and 1) [ZE M -44E CON_GT7ZUCT101Q OF ALL PUbLIC IIWPTZGVEMENT!� 0-404LL COr\IFDVM TO rkIE15E F14N'�� ANO R) T4E REQUI ME r-c- Fontana for approval upon completion.ot rough grading. Care should be taken to prevent grades, ditches and swales from oF TPE ct rY �imlvoogp !3PEnric4 T70&19,, Pua_(c WoRK!5 onff cl TY oF Fo" T4&1A GC-ME94L NOTE5 (eTF,_EET) Engineer may require temporary gunite swales, entering or leaving improvements. CON!�TIZUCTION FETZIWIT-5 5141ILL OE OBT141AIE I C VV 1�zl u P Iz 10 NT r-�R I OP, 0 FIZOM FONTIJAI4 RJOL 0 <5 E N T E PAVEIVIB\1T -5ECTIONJS 5WOWN AkE: 1\41NINILINA 4NO 4PC- 5CJ13JC-C7- TO Qp115i0t\J /-AND 4PFI�OVAL or-- Ti4c- CITY /JG 9EQUIR-ED F3Y 501L9 T4KEI\J 4FTEW COMPLETION OF fzOUC414 612AOINC-4. TO e�­rAf.?T OF AIVY WORk VVIT91V CITY L/M/TF7. CONGTRUCT '4 (f ' OVER Aff PA VING � 4c3-5UME 4!'A(f 0 VER NA TI VE ffll� 3) 5 C_XCEF>T- W�JE17C- OT�4ERWJGE I\JOTEP. 5TATIONING A�EFER5 TO CENTE-7ZL/A/C--�5 OF ��;T-09M OQ41N- 6��;TIA447_IAJC, PURi205E5 ONLY. ACTQJL PAVIN67 T1-11Q<NE5S ro OE 0EFERMINE0 P. 4) 4LL EXPOGEP COIVCI�ETE 6CIRF4CE'�3; 5WALL CONFORM IN GIZ,40,5, COLORIAND FIN150 7-DALL wl P -ER FAVIM:� NOTC— ON _'�POET No -I. 40,101NIN(f- CUR05 ANO 510EWALI�G- CONGTRUCT.' " /r . OVER " AF P4VINC-7 (A!�;5UME- 4"A.C. OVER N4TIVE FOR 2750 15.F 5) 14E r--OWM9ANO IZEINF09<�11\i6 5TEEL PA3 W -EN NO CONCRETE 1�4-WLL 13E PLACC-P UNTIL T_ E5 T1 M4 TI NC -1 PC1WF0!5E5 ONLY, 4CT(14L FAVIN6 TP1/C1<NE55 YCO 13C PET IV11 E &� t\J R - lea, PL4CEPI INr_-,PECTEf?,4N0 APPRO\IEP. PER PAVAJ6 NOTE ON !�W4EET No, 1.) 6o) ALL UN0E9C-7R0UAJD WORK 5b44LL 13C-7 COMPLETED r----)R101Z T-0 F/\V/NIn OF !�_�TFEE-re. CON_r9TWUCT /' Ac. OVM -1/ At� WINC-7. (A95UME4"A.C. OVER N11TIVE /o/v -7.) EA ISTIAkr-4 CJNOERGI��NO UTIL ITIES APE- A G FEIZ 4VAILA13LE 7��CRD'3, T1_1E C0N7P-.AC7_0V, 5144LL FGT-1/VW7-1NG FURP03E-c5 ONLY. ACTUAL' PAVINC--7 T9/C1<NCGS To F3E- DETE7�J'VIINED PE7�' PAVINC-, NOTC� ON _,51-/EET-No.J) ry! LU ry, r1l &= RESPO�J5113LE FCF VET,�IFYJkC_ TPE ACTU4L LOC4TIO&I ANOELEVATION 11\_1 TUE-7 FICELID. C-)(0_3-3 1 -92 % 5?12 `�-Zop:u V 6.) Ti�4E \AIALL-��­ 4ND FACES 0F4LL EXC4V4TI003 6�7W T7-14N(5J F/VE FEET IN OEPTN sl44LL F3C- 4. FEATHER A. C AS NECESSARY TO INSURE A SMOOTH TRANSITION— 4650 D.F. R1 C0,41Z0 M. KL)NE 04TE EFFECTIVELY q!�iC149DEP 13Y A 596RIN167 SY5TEA11 !!�;LOPIA16 OF TNE C-7'ROUNP 01Z OT14ER ffC�UIV4LEkJT ET CALC CITY OF FONTANA, CALIFORNIA REV IS ION S C I T\/ NAE6N5-'- TREIVCPE5 LE657 TWIV (5) FIVC- F��T- IN DEPT14 1�3,WALL 4L50 13E CU49DEP WILIG" 5 CONSTRUCT 6" CURB AND GUTTER PER CITY OF FONTANA STD. NO. 101 ____ 555 L.F DR&N­OY: S-CALIE c� 2 TRACT 74 Zed DESIG-N BY: --NO -,4 -s �wN IMPROVEMENT PLAN EX61011VATION IAJ01C4T_E_5 WA7,47ZOO�� Gl�-�VD MOVEMEMT M4 06 C-XP0<_'T-ED. 6 CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. NO.101______1(o3 L.F. CHECY, BY: DATE Tj T E SHEE T Q) M A �,/ oZ Q N 14 TNEE Wt47T4ACT09G) !��I_IALL AL50 06T40J 4 PEPMIT 70 FWFOR EXC VA TIO T G C 7. CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD. NO. 104-A._______2 M 134-1) EA.(COMPLETE FIZO 77;�. 1 1 1 1 4274 Luther St. C Riverside, California 92506 N -(DI - 0- 4 94,4- o i= 3 (714) 780-271G ,-NE,;F�Z6r/ �A/DW A9 PESCZ1060 //\,/ NOTE 6 4130VE F7ZOM CALI 05(-44. 8 CONSTRUCT 4 " THICK P. C. C SIDEWALK PER TYPICAL ST. SECTIONS___ - _�5e!50 �s. F_ 10) 4LL MANI-40LE-5 ��W4LL 13E C0&r_:;,7RUC_TEp G,,, SeLoVy P4VE14EA,1T- (;ZjpE I-INc> (3Z0(J6/-4T 7b CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA STD. NO. E-A, FINIS14 c=rZdDC- OY TILIC- PAWA/6 CON77Z4CTUK 4FT-ETF, PAVEA/IEKIT /5 It'i PL-4cff- ____2 104-A. 11) -TIW-;, PAVEMENT OR 011<c- OR C 1 MIAE014TELY f 0LLoW11VC=? REMOVAL OF EXle� (Jfz& AND10'p- THE CoNiTR4CTOR 5P4LL PILI<SENTLY PCIRe(JE MAT PORT/O�J OF W07ZK T 6�UTTEI:� 0 CDMPLETIOKI INSTALL REDWOOD HEADER----.. L. F 1Z) ALL C.M.P. 1&[ST,4LL,4770kjc�� 4NLD CONNECTIOAJ5i :�,"4LL Ow M14DE- Ps�?, wNUF4CTU7Z&-JZ!�� 11. RELOCATE EXISTING POWER EA. �-�'(_166ESTED MC-TI40D UAJLE55 C)T1-115KW15C-- C--?PG'C1F1ff> ON -F/4E— PLAKIS. 13)IF DURIkIG CoNGTROCT/ON (:�_;�OUND WATEK ic�� FNC0UAJ-rEREP 4 GY,�,TEM 4PPROVE-P 12. SAWCUT AND REMOVE EXISTING 100 5F [3Y T�4C-- CITY ENGINEER '��4-14L.L r --C- 1A15T4LL_ED -M E)EVVI_VF67� 5AID AIZ6d, 4T- T -PE 13, CONSTRUCT CATCH BASIN PER STD. 121 EA PIR-ECT/Oki 01= 7_1AE- GO)LS ENGIAJEEK. (MODIFIED PER SHT. 2) 4 '1/ / UT PRIOR 4PPIROVAL OF T( -IE C_IT\/_'� N'5FE, -T NO TREkE" GACKFILL SI-4LL T41<C- PLACE V(11T40 C V INSTALL R-1 STOP i Ea. U) _T_ (f) 15) ALI- EXPOeEPMETAL 5CIRFA-CE-5�; �5�-IALL 13C- 01-ILVAAJIZEP IN ACC_0RP4W:C_ WITO TWE CITY 9TAIVOVARD f�PECIPIC4TIO�,�, eE M OVC- EXI 5 7-1 NG )�'EDWDOP H EA PEIZ�_ 700 LF - Lu Lu 10 .45 r3uiLT F1_,4/\,/5 5/44LL 13E WCVIDEP -M) T14e ciTY r3y TPE (2DN77Z4cTL-7_ S I CONIS'T. 96-SiDERA-171AL DRl'4r-_WA1?F_M -"S_rb- It>1- -170 Zr_ 1PIG-L-b L0C_4`TJEV____ /0 r—A. -1 "-7 1 7 17 1 GERRiTOS ST S E7E--&H T 2 0 QD 1-, 70 9L8 5 4 3 2 71 INDEX MAP LOT A' F09 D124INAGE- I L4 AJD 5 C4 PE- 'ek 361 C . F� DE TA I .A I -,ENGINEERS NOTE TO CONTRACTOR W TE. ­..'N''THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UITILTY PIPES, SE PLANS WERE ....,_.C%0UITS, OR STRUCTURES SHOWN ON THE BY A SEARCH OF EXISTING AVAILABLE RECORDS. TO THE �__BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT '�A DI AKIQ Twp ry-mmArTnP Tq PPCI lTppn Tn TAVP , -';-. ,, �r, � 7' ' -­"QUE-PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES MES ALL _�.'_.SHOW4 ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSU RESPONSIBILITY FOR THE UTILITY PIPES,CONDUITS, OR STRUCTURES OR NOT SHOWN ON THESE DRAWINGS .._CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE -M` RESPONSIBILITY,FOR JOB SITE CONDITIONS DURING THE COURSE OF -,0 7� "'OF -CONSTRUCTION OF THIS PROJECT, INCLUDI S L NG AFETY OF AL CCN - PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, ,-`,,`k-`:,"­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 ENGINEER. RIVERSIDE BLUEPRINT - RIVERSIDE, CALIF. 141 zz 01 0 V LGVE�_ lop/ IAI 1�IAI P,4 V6VIC-lU T FUTURE /MP/?_oV-S. PR)YATE ENGINELR,5 NOTE MANGO A VENUE N_ T_ T1. = 5. 5 4P &I'l- f 10 S 1.5"RC-P A_G F4!�74_2 TIC4CT J /Vo. 13411 IMP17-0V PLIAA-11F, 5 T- Z4-,-, C. 5. P�l ,eEMOVE- 7o 5.w 0 - /Z1 /0/ Jz 46 F( L9 40 0 01 () � ZOO- r- 1MRF0VEMEA1T,5 (0 PA VEMEA-1 _r 'BLANCHARD AVENUE 50 le1w 26" E: 7 -71, -4 /o/ (P D 45 _0��l 0.�311 O.Cp Z -v .0. PqVEMEI�JT 7-k IMPROV 15 CERRITOS STREET M, 7: S. T 7 -NE PRIVATE EM�INEE77, 51(SN(INC-, T/40�37EF PL,4"5 U pc,�- 15 RE5POA15113LE FIOR 4 �55URIN6 TPE ACC(17244CY ANP _,rk. 13411 ACCE-PTA131LITY OF TPE W07ZK WEREOIN4. HQ TWE EV&JT OF P15CREPANCIE�', 491SINIG DLRIN6 CON6MUC-TION TWE PRWATE EN61NEEP, 5VIALL 36 RESPO"SIP-54-E FOR 0ETE:9M1NJA16 AN AC(f EP7-Af3LC- ��OLUT_101V ANO JZEV/S/A/,f, T7 -4E PLAN�; FOR APPROVAL f3Y T"E: CIT -V. MCH MAW: SAN! BERNARDINO COUNTY SURVEYOR .:"ELEVATION: 1527.59 ,REFERENCE: FIELD BOOK 4049 PG. 22 R.R. SPIKE, SOUTH SIDE OF P.P. 2.0' UP, 0.5 MI. EAST ALONG HIGHLAND AVENUE FROM SIERRA AVENLE, 30' SOUTH AND 36' WE -ST OF 1/4 SECTION 29/32, T.1 N.,R.5 W. - GENERAL NOTES (STREET) 1. All work shall be done' in accordance wi:6­ these plans and , the, City of Fontana Public Works Department standard specifications dated 1975. 2. Construction permits shall be obtained from the Fontana Public Works Department prior to start of any work within the city limits. 3. Adequate stakes shall be set by the Engineer to enable the contractor to construct the work to the plan grades. 4. All pipes or substructures of any kind and all telephone or power poles, water -meters, valves, hydrants, irrigation structures, etc., shown or not shown on this plan and located within areas to be improved and interfering with construction, shall be relocated by others; it shall be the contractor's responsibi ' lity to notify all of the agencies concerned before construction begins. 5,. Water valves covers shall be raised to grade by the paving contractor. 6. As -built plans shall be provided to the City by the Contractor. 7. All Utility Companies shall be given 48 hours notice prior to working around their facilities. 8. All backfill to be certified by Soils Engineer. 9. All materials and methods to be subject to the approval of the City Engineer. 10. Backfill materials to have a S.E. of 30 (min.) and min. compaction of 90%. 11. All new or existing valve cans and manholes shall be adjusted to grade during paving. 12. Contractor to install pavement markings and striping as required by the City Engineer. 13. Contractor shall not operate any main line water 'valve on existing waterlines.. 14, If existing utilities or other facilities conflict with the proposed improvements, work shall stop and the engineer notified immediately. 15. It shall be the responsibility of the Contractor to notify the engineer after the base course has been constructed and before the paving has been installed so that the engineer may install the street centerline monuments as required by the city code of the City of Fontana. PAVING NOTE - Actual thickness of -base material to be determined by soil. test and recommended by the Soils Engineer R. Values, sand equivalents and structural sect -ion of streets shall be submitted to . the City of Fontana for approval upon completion.ot rough grading. 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 gunite swales, entering or leaving improvements. PAVEIVIB\1T -5ECTIONJS 5WOWN AkE: 1\41NINILINA 4NO 4PC- 5CJ13JC-C7- TO Qp115i0t\J /-AND 4PFI�OVAL or-- Ti4c- CITY /JG 9EQUIR-ED F3Y 501L9 T4KEI\J 4FTEW COMPLETION OF fzOUC414 612AOINC-4. wl Pqrkway 1--ocallon lea, /o/v M. ry! LU ry, r1l mo 305 74 C-)(0_3-3 1 -92 % 5?12 `�-Zop:u V R1 C0,41Z0 M. KL)NE 04TE 2. C.E. 305 -74 - ET CALC CITY OF FONTANA, CALIFORNIA REV IS ION S C I T\/ PUBLIC WORKS DEPARTMENT DESICRIPTI M,11 !A.Fpe� DATq APPP'. DAT -1 DR&N­OY: S-CALIE c� 2 TRACT 74 Zed DESIG-N BY: --NO -,4 -s �wN IMPROVEMENT PLAN ISTREET CHECY, BY: DATE Tj T E SHEE T ENG INEERING 5 - 7-!;;, - eq. 1 -Civil Engineering, Land Surveying Planning and Development JOB INC): APPiRDVED URI.. NO. Svpl_ 11-1110. 1 1 1 4274 Luther St. C Riverside, California 92506 N -(DI - 0- 4 94,4- o i= 3 (714) 780-271G ,-NE,;F�Z6r/