The URL can be used to link to this page

Home My WebLink About1800-1W Q N S 1f IR IE IEIf II nti� IIS IR �O V IE n�� IE �I 1f Ip IL ,A� �I S IF IU rNI if A I A IC A IL II lif 11D IR rSs.� II A CO. VICINITY MAP NO SCALE T_rR_/_\cT 1113612 TRACT N0. 140 77 & 14077-I Lo r IJr J J CJs r��,1 Jr:: -E DI�JJ�1 1 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 gid' 411 I ! 25 �STc� t>,�A/N 26 _ l - - 52 4-=-A -_51S �A 7-- TT r� T �\J J. 2� J i 0 J J J Z, Z� �I II _ 53 S 1 oR M. 0R.41IV_ _ .5.�/� � -r 54 --, I j 1 \ EX/ST. / , g vcP ./ 25 d 15 V I� ( 24 23 22 21 20 19 18 17 16 14 I' 55 26 ijr�."� _ 2 ( = rc ! I V L 27 I I 25 30 31 32 33 34 LDT 4 � 24 29 35 � A Jill, d` .;rYY . �1 I 50 23 � �,v��_ ,� � ¢ 49 2 o� 2 3 37 36 48 21 0 �-` 39 38 �J 4 U 4 47 0 20 `� 5 c 46 ��U �r� 45 ,� 6 \ 19 4 42 43 4 IS �� -� r 6 G/7��LDT �� 8 s 9, l #=1110' LDr T 5 12 it 16 15 14 13 �? �h J irmnpy mAp PRIVATE ENGINEERSNOTICETOALLCONTRACTORS - - -- - THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY FOR ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY;AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE -CONTRACTOR SHALL DEFEND, IMDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK OM THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. THE EXSISTANCE 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 EXSISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO, THESE LINES OR STRUCTURES. 414P. TH ,8,A TYPICAL STREET SECTION (6 CF) cf n f AS STORM DRAIN CONST F�I �CdQ�,NOTES AND QUANTITY N0. ITEM .140-7-- 1 'UNIT 14077 15 REMOVE CONC. BULKHEAD CONNECT TO EXIST I 40I,7Z0 45ACP-7 36 Is R.CP. E. A. 16 CONST. M.H. N0. I PER L.A.C.FC.D. STD. 2D-102 E.A. 1�7 INSTALL 36" R.C.P, CLASS IV. •-> 10co 75 LRF. 18 INSTALL 24" R.C.P. CLASS IV. 63 L.F. 19 CONST, CURB INLET PER CITY STD. DET. NO. 121. 2 E.A. -- ��,e 4.4. cl �e,0 2 ;a /6.3 2 PER CITY OF FONTANA STANDARD DETAIL 101). U.E A -c/a 0 • ,0- O4 CONSTRUCT CONCRETE CURB AND GUTTER (611C.F. 120 _ LF TRANSITION TO 8"C.F. O5 CONSTRUCT STANDARD CROSS GUTTER AND SPANDREL 581 581P PER CITY OF FONTANA STANDARD DETAIL 104. I O6 CONSTRUCT 4" THICK CONCRETE SIDEWALK.,WIDTH 0.07' O ZO' SF o. 2o' AND LOCATION PER PLAN. O. cO 7' I 8O ADJUST MANHOLE COVERS TO GRADE PER DETAIL 109. 5 G. EA OCONSTRUCT RAMPED CURB RETURN PER CITY OF 4 4 EA FONTANA STANDARD DETAIL 104 A. C\= GtJ-4G/G s� ; `�Z + :r` ='" !°iii .L � °'�n'• .S/OEGVFIG,�( 6 OG'CG�.e�e��aU%451e 0-C)7` -/Z 14 CONSTRUCT RESIDENTAL DRIVEWAY PER CITY OF �,�/P,4�'TEI� 50 EA, 7Z::- Z::_-J.S7' FONTANA STD. DET. 102--A. -,---)-521 ZI ,,5`j,�C�T" G/Gf/T- Sia LfJi`/Eit1 y/GL/ l�,eCSSc%2e Scab/C�h L�H/�, d13,�?�1" �C.Qf�s Gv� CUT" Off' LC"iUS" rj TH ,8,A TYPICAL STREET SECTION (6 CF) cf n f AS STORM DRAIN CONST F�I �CdQ�,NOTES AND QUANTITY N0. ITEM .140-7-- 1 'UNIT 14077 15 REMOVE CONC. BULKHEAD CONNECT TO EXIST I 40I,7Z0 45ACP-7 36 Is R.CP. E. A. 16 CONST. M.H. N0. I PER L.A.C.FC.D. STD. 2D-102 E.A. 1�7 INSTALL 36" R.C.P, CLASS IV. •-> 10co 75 LRF. 18 INSTALL 24" R.C.P. CLASS IV. 63 L.F. 19 CONST, CURB INLET PER CITY STD. DET. NO. 121. 2 E.A. -- ��,e 4.4. cl �e,0 2 ;a /6.3 2 PER CITY OF FONTANA STANDARD DETAIL 101). + A -c/a 0 • ,0- O4 CONSTRUCT CONCRETE CURB AND GUTTER (611C.F. 120 _ LF 33 ' PA t1.r jEV7' q IMPROVEMENTS R/W R/W SIDEWALK/ j �a.': t SIDEWALK G OG 0A.C. PAVEMENT O8' CURB a GUTTER 8" CURB 8t GUTTER T.C. = -0.071 12 COMPACTED T.C. = CLQ 0.10' FL.= -0.57 NATIVE SOIL F.L. = 0.57 TYPICAL STREET SECTION (8'1CF) N. T. S. CONSTRUCTION NOTES AND QUANTITY ESTIMATES r NO. ITEM 14077-1 14077 UNIT QCONSTRUCT 3 A.C. OVER 12" COMPACTED 40I,7Z0 45ACP-7 5F NATIVE SOIL. 2� CONSTRUCT CONCRETE CURB AND GUTTER (611C . F . PER CITY OF FONTANA STANDARD DETAIL 101). 89Da2 + a1G7 LF O3 CONSTRUCT CONCRETE CURB AND GUTTER (8"C.F. I,Tg ro -- LF PER CITY OF FONTANA STANDARD DETAIL 101). + O4 CONSTRUCT CONCRETE CURB AND GUTTER (611C.F. 120 _ LF TRANSITION TO 8"C.F. O5 CONSTRUCT STANDARD CROSS GUTTER AND SPANDREL 581 581P PER CITY OF FONTANA STANDARD DETAIL 104. O6 CONSTRUCT 4" THICK CONCRETE SIDEWALK.,WIDTH 121G46 13,351 SF AND LOCATION PER PLAN. 8O ADJUST MANHOLE COVERS TO GRADE PER DETAIL 109. 5 G. EA OCONSTRUCT RAMPED CURB RETURN PER CITY OF 4 4 EA FONTANA STANDARD DETAIL 104 A. 14 CONSTRUCT RESIDENTAL DRIVEWAY PER CITY OF r�Co 50 EA, FONTANA STD. DET. 102--A. ZI ,,5`j,�C�T" G/Gf/T- Sia LfJi`/Eit1 y/GL/ l�,eCSSc%2e Scab/C�h L�H/�, d13,�?�1" �C.Qf�s Gv� CUT" Off' LC"iUS" rj A * NOTE: TRANSITION DOES - NOT CHANGE TYPICAL STREET SECTION REMAINS PER STANDARD SHOWN ABOVE (F.L.=TC-0.57') GRADE BRAKE OCCURS ON CURB PROFILE ONLY. GENERAL CONSTRUCTION NOTES: 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO 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, DATED 1975. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. 3. STATIONING REFERS TO THE CENTERLINES OF STREET. 4. CURB DATA REFERS TO THE FACE OF THE CURB. 5. ALL EXPOSED. CONCRETE SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. 6. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOILS ,TEST TAKEr AFTER COMPLETION OF ROUGH GRADING. 7. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS. 8. EXISTING UNDERGROUND UTILITIES ARE AS A PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD. CONTRACTOR SHALL CALL EACH UTILITY PRIOR TO ANY WORK. 9. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED 6' BELOW FINISHED GRADE BY SEWER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF- PAVING. 10. ALL VALVE FRAMES AND COVERS SHALL BE CONSTRUCTED 6' BELOW FINISHED GRADE BY WATER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 11. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD DETAIL 129. 12. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMRPOVEMENTS INCLUDING, BUT NOT LIMITED TO GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, LANDSCAPING, LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC. 13, AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE GITY OF FONTANA. 14. TYPE, LOCATION AND WIDTH'OF DRIVEWAY APPROACH APRONS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM WITH THE CITY OF FONTANA STANDARD DETAILS AND DETAILS HEREON. 15. CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE SPECIFICATIONS, AND WHERE THERE IS OR MAY BE A CONFLICT SHALL IMMEDIATELY REPORT SAID CONF-'LICT OR.POSSIBLE CONFLICT TO THE .OWNER' S REPRESENTATIVE. - 16. STERILANT REQUIRED UNDER ALL A. C. PAVEMENT. 17. NO CONCRETE SHALL BE PLACED UNTIL THE FOAMS AND REINFORCING STEEL HAS BEEN PLACED, INSPECTED AND APPROVED. 18. THE WALLS AND FACES OF ALL EXCAVATIONS -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. 19. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORKAS DESCRIBED IN NOTE )8 ABOVE FROM CALIFORNIA STATE DIVISION OF -INDUSTRIAL SAFETY. SEE` STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION 306-1. L 6. 20. •NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY'S INSPECTOR. 21. ACTUAL PAVEMENT THICKNESS TO BE DETERMINED BY SOIL ENGINEER AFTER COMPLETION OF ROUGH GRADING. 22. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK.TO THE PLAN GRADES. 23. ALL UTILITY COMPAN I ES. SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORKING AROUND THEIR FACILITIES. 24. ALL BACKFILL TO BE CERTIFIED BY SOILS ENGINEER. 25. BACKF I LL MATER I ALS TO HAVE A S. E. OF 30 ( M I N) AND M I N. COMPACTION OF 90%. of Ess/ h 140. 1437,5 = 1p 0,. c ��.1 K 1 1 `