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Home My WebLink About1971-1I 4 S L OV. F-- P, A\/c_j'jUp- 6j W 4> 71 _-2 VICIM17Y MAR W07 70 I z CL15 ,49 t14: /I 3z' 3z Ex I cl-l- 97 p 139 lz f �AWCUT LIME 3.Z6o0/b MAX 0.00 ..T An 20 7YPIC-AL SQC:TIOW k J 07 7 0 5 a L E:: 254 +- 19 .12- TO TZ. 3 Z ?-Clot 2 81 051 E A I S-17 S 5 1 D E:-: A /A L V_ bf)ll� (0.3Cq) 15AW ILJWE ZZ, EXI-ST. 8" C.UZa /CUT-TE0_ !7 Man Jolu SH EXI-ST IES�" /�L- OVEP_ 17-11 F_0M "A-TN/E: C_-"p_cDL_3KjjD TYPIC, 5EC.71om ELM _&V.EWUE klo-F -70 SC_44j__F,_7 S-_FX_N,. 3,-4-kP-9 TO _?)r_7+E(2).?_l T. f. PRIVATE ENGINEERS NOTE �'�a THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE WORK HERON . IN THE EVENT OF DISCREPANCIES ARISING DURING CONSTRUCTION . THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE CITY. PRIVATE ENGINEER*S NOTE TO CONTRACTORS: CALL UNDER GROUND SERVICE ALERT 48 HOURS BEFORE YOU DIG 1-800-422-4133 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS 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 RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS, OR STROFURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. 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 140T BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY. AND HOLD THE CITY. THE OWNERS, 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. BENCH MARK NO. 2 6 1�i R.R. SPIKE PP NO. 71833 a N.E. CORNER OF POPLAR AND SANTA ANA AVE. ELEV.= 1019.83 CONSTRUCTION NOTESt QUANTITY UNIT PENERAL NOTES: .1 CONSTRUCT 8" CURB, AND GUTTER PER CITY STD'.. .101. L.Fo 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND Q%AE:E:"r :5 0;7:3 .223 _C)V U_ I Mf'2 MU -7 k3 _T C THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD* (��_CONSTRUCT A'.C. PAVEMENT OVER A.B. PAVI G. ,-r99(4W,-f e�-e5�-e. E, rm SPECIFICATIONS DATED 1975. 4141250 Nwrlk��_ 16014 04,�_'Y. Ac UAL PAVING THICKNESS TO BE DETERMMED PER PAVMG NOTE ON SHEIT 1) io, lc57- S.F. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC C3) ---CONSTRUCT CONC. SIDEWALK C4" THICK P.C.C.). 1,562-S.F. WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. (��_CONSTRUCT -..;- A.C. PAVEMENT OVER A.B. PAV MG. _6.6�"We. 0�16'e 14-014 l__o_/o P4Zz�-S, e-WZY . A C T U A L P A V I N G 3. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE THICKNESS TO BE DETERMINED PER PAVING NOTE ON SHEET 1) 6105 9,F CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. CONSTRUCT 2x4 REDWOOD HEADER* �135 L.F. 4. ALL PIPES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR ADJUST STORM DRAIN TO GRADE. I EA. POWER POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES, ETC., SHOWN OR NOT SHOWN ON THIS PLAN AND ADJUST SEWER MANHOLE TO GRADE. 2 EA. LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED BY OTHERS; IT SHALL BE THE (��_MAKE A SMOOTH SAWCUT AT LOCATION SHOWN ON PLAN. 8 1 co CONTRACTORS RESPONSIBILITY TO NOTIFY ALL OF THE AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. 09 -REMOVE EX157IN6 -TIZE'ES 5. WATER VALVE COVERS SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR. (13�__ CONSTRUCT DRAINAGE STRUCTURE PER STD. 124.)1-e'1'4 .1 EA. 5. AS -BUILT PLANS SHALL BE PROVIDED TO THE CITY BY THE 12 (M�_ CONSTRUCT 2S OF 36" RCP Cl 350 D) -28 L.F. CONTRACTOR. 13 CONSTRUCT COMMERCIAL DRIVEWAY ENTRANCE PER STD.102-C 8,943- S.F. 7. ALL UTILITY COMPANIES SHALL BE GIVIN 48 HOURS NOTICE PRIOR TO WORKING AROUND THEIR FACILITIES. 8. ALL BACKFILL TO BE CERTIFIED BY SOILS ENGINEER. _F -FP-U 9. ALL MATERIALS AND METHODS TO BE SUBJECT TOTHE APPROVAL OF C.0 kj C=- c__ -T S -T C:) P M ED JF� I KA 'j U Q =T I C�m go -T au c --r U V\j 0. PF-- �z THE CITY ENGINEER. L..a. C_ r-:7 C--. ED. S -T BS 10. BACKF I LL TO HAVE A S. E. OF 30 CM I NJ AND MIN� lCOMPACTION OF 90%. 2 11. ALL NEW OR EXISTING VALVE CANS AND MAl',,11-1011-ES 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 REMOVE EKISTIN6T PAVEMF-WT EXISTING WATERLINES. @--A-2422 CON,�5TRUCT CATCH BA51N PEI�� STP, 122. U5E Co- 24"x -�8` 14. IF EXISTING UTILITIES OR OTHER FACILITIES CONFLICT WITH THE TRAFFIC GRATE�-:>, ALHAMF3RA F:_0UWPRY COMF>AWY IMPROVEMENTS11 WORK SHALL STOP AND THE ENGINEER NOTIFIED LTL? IMMEDIATELY. @�_CONSTIRUCT CATCH F-5ASIt-4 F"ER '5TID. 122. USE 26a x 26, 15. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY A - 201Z TRAFFIC GRATE5 AI_Hi!%ME31;��A PQUtJ2nI;�'Y 6oMF6I\JY THE ENGINEER AFTER THE BASE COURSE HAS BEEN CONSTRUCTED AND , BEFORE THE PAVING HAS BEEN INSTALLED 50 THAT THE ENGINEER MAY INSTALL THE STREET CENTERLINE MONUMENTS AS REQUIRED BY THE CITY CODE OF THE CITY OF FONTANA. ..j :21 U0 EAlSmwc_-V 4 A V mgp, 2 Ln C�,Glcl 0. oclo % F7 -T _c_n_TlP_>'F_ MR W_ HE; k;o T -4 ulop- �a 52 IMMEX MAP 1!V w7r. so DESCR I PT I ON PAVING NOTES: 1. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL ENGINEERING REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 2. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. Sierra Engineering CITY OF FONTANAP CALIFORNIA CIVIL ENGINEFR5 LAND SURVEYORS LAND PLANNERS PUBLIC WORKS DEPARTMENT CD 00 0. C714) 799-8080 0 DRAWN BY SCALE 25854 Business Center Drive, Suite 'F' POPLAR. AV F.W U E. ,*oR.C.E. 33820*0*'�' Oo EXP. 6/30/94 Red ands, CA- 92374 0. H AZLE: 0 0 V 67 00 0. 00 000 DESIGNED BY DATE c'000 o o o co! on C�. HA�ZTZF_� rm"TmE:E:7 IMP lVcmFD._rr_S 11111 c ol� CAI_1�"\ ____"D W. # CHECKED BY APPROVED I IDATES 6el 770 p R.C.E. -j�7NA'2n FYP- (_�-:50-CJ4 INTERIM rTTY F.)j.TljFrFp R I' r- IT71 Ld A Q%AE:E:"r :5 0;7:3 _C)V U_ I Mf'2 MU -7 k3 _T C E, rm 57 12, r�=r_ 7 17 ..j :21 U0 EAlSmwc_-V 4 A V mgp, 2 Ln C�,Glcl 0. oclo % F7 -T _c_n_TlP_>'F_ MR W_ HE; k;o T -4 ulop- �a 52 IMMEX MAP 1!V w7r. so DESCR I PT I ON PAVING NOTES: 1. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL ENGINEERING REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 2. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. Sierra Engineering CITY OF FONTANAP CALIFORNIA CIVIL ENGINEFR5 LAND SURVEYORS LAND PLANNERS PUBLIC WORKS DEPARTMENT CD 00 0. C714) 799-8080 0 DRAWN BY SCALE 25854 Business Center Drive, Suite 'F' POPLAR. AV F.W U E. ,*oR.C.E. 33820*0*'�' Oo EXP. 6/30/94 Red ands, CA- 92374 0. H AZLE: 0 0 V 67 00 0. 00 000 DESIGNED BY DATE c'000 o o o co! on C�. HA�ZTZF_� rm"TmE:E:7 IMP lVcmFD._rr_S 11111 c ol� CAI_1�"\ ____"D W. # CHECKED BY APPROVED I IDATES 6el 770 p R.C.E. -j�7NA'2n FYP- (_�-:50-CJ4 INTERIM rTTY F.)j.TljFrFp R I' r- IT71