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Home My WebLink About1783-110 1 IF FONTANA --�-.DIFIIIN . I y SLOVER 1. 1 AVE. 14 13 12 1125 CONSTRUCT :3 A.C. OVER 12" COMPACTED a 0 J /I :) �:). 1 NATIVE SOIL. o � m AVE. 0- VILLAGE DR OCONSTRUCT CONCRETE CURB AND GUTTER (611C . F . I B�F�ti P� I 1723 3730 Project PER CITY OF FONTANA STANDARD DETAIL 101). ELM Aye S i to L.F ,i i n JURUPA QCONSTRUCT CONCRETE CURB AND GUTTER (611C.F. REGIONAL JURUPA HILLS PARK TRANSITION TO 8"C . F .) 65 62 127 VICINITY MAP N.T.S. , I 106 c (60 INILP txoo1Nti� foR o 0 �1P�5 Q10, Qloo = / /C6 I J T J TFR-11-\c,T 1\1 o, 11316o 9 10 SAN BERNARDINO CO. �''►i��\�� RIVERSIDE CO. -r r � A r -r �i n S 1f IIS lu lull II nh� IF IR lu \N/ lu nht IE �I1f IF IL A Sr'% IF lu I 11 A srs� A 1p Ic A IL II IF IO IR I II A axisriNQ 19"A.CP. 0X 041legs _ _ r AVE. 2 NOTES: 1. 6" OF FULL HEIGHT CURB REQUIRED BETWEEN 3' CURB TRANSITION AND LINE FROM COMMON PROPERTY CORNER AT RIGHT ANGLES TO THE CURB. 2. DRIVEWAY APRON 101min., 16'max. (3' TRANSITION) 3. * 10' APRON REQUIRED AT CUL-DE-SAC'S CE OF CU SIDEWALK O C� cc--� 17 16 15 14 13 12 1125 CONSTRUCT :3 A.C. OVER 12" COMPACTED J\J J J /I :) �:). 1 NATIVE SOIL. TF,��\�' ro. INDEX MAP I" = 1001 3.5' 3' 16' 3' 3.5 m1n. typ, TYPICAL DRIVEWAY ENTRANCE PER STANDARD 102 N.T.S. TRACT N0. I It PRIVATE ENGINEER'S NOTICE TO CONTRACTORS 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 J 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 OF THE ENGINEER. THE EXISTENCE AND/OR 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 ALL PRECAUTIONARY MEASURES TO PROTECT THE UT I L I T IES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE -PLANS, AND IS SOLELY RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO, ANY EXISTING IMPROVEMENTS. 4027 - 1, 14027 CL IMPROVEMENTS R/W R/W 510 1 25� 25� 7� 18� 18� 7� 2.5� 4.5' 8� 10� 10� 8� 4.5� 2.51 LEVEL LINE -' � Q07� 0.20 0.20 0.07 1/411:11 Slope 1/4!.- i' 2'/a - Slope I/4 SIDEWALK +� a i° SIDEWALK O 1 A.C. PAVEMENT O6" CURB a GUTTER 6CURB 8r GUTTER T.C. = �, 0.07 12COMPACTED T.C. = q_ - 0. 0-7 F.L. = - 0.57 NATIVE SOIL FL.= (E- 0.57 TYPICAL STREET SECTION N.T. S. CONSTRUCTION NOTES AND QUANTITY ESTIMATES NO. ITEM 14027=1 14027 TOTAL UNIT 10 CONSTRUCT :3 A.C. OVER 12" COMPACTED 37110 31015 68125 S.F NATIVE SOIL. OCONSTRUCT CONCRETE CURB AND GUTTER (611C . F . 2007 1723 3730 PER CITY OF FONTANA STANDARD DETAIL 101). L.F ,i n EA QCONSTRUCT CONCRETE CURB AND GUTTER (611C.F. TRANSITION TO 8"C . F .) 65 62 127 L.F. O5 CONSTRUCT STANDARD CROSS GUTTER AND SPANDREL, PER CITY OF FONTANA STANDARD DETAIE; -104 . 1155 385 1540 S.F 06 CONSTRUCT 4" THICK CONCRETE SIDEWALK WIDTH G-9 30 5280 12230 AND LOCATION PER PLAN. Wyantity E-xdkde Driveways s.F. Approa ch ) CONSTRUCT ✓U/YC T/0# 578116-741R.E N0.2 Rtil L. A. C.fC. DWG. 2 2 EA. No E-.011? 8o ADJUST MANHOLE COVERS TO GRADE PER DETAIL 109. 4 4 8 EA. OCONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA STANDARD DETAIL 104 A. 6 4 10 EA. 10 CONSTRUCT CATCH BASIN No. 2 PER L.A.C.FC.. DWG. No 2-DI62 -1 I EA. 1 1 CONSTRUCT CATCH BASIN No. 3 'PER L.A.C.F C. DWG. No. 2-D163 i I EA. 5- REST' I -1q, 7- -- 5 000 Gum c1-1 N l e u- `2 ?O x/ C:IN! &AMP, 60004 AA ,'►a,5 y., -- - - /cam- brr GcivSE - 5 3 g _ l�/lfT �fXTuR /NsT�L[,ED �Y S.G. E 13 CONSTRUCT 18 It R.C.P. CLASS IY 96 96 L F 14 CONSTRUCT RESIDENTIAL: DRIVEWAY PER CITY OF 25 FONTANA STD. DET. 102 28 53 EA. N co w NO. RCE 40982 EXP. 3-31-91 CIVIL. O im 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 DEPAR'T'MENT, CITY OF FONTANA. REFER TO DEFINITIONS AND TERMS IN CITY STANDARD SPECIFICATIONS. 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 EXCEPT WHERE OTHERWISE NOTED. 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 TAKEN AFTER COMPLETION OF ROUGH GRADING. 7. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS. 8. EXISTING UNDERGROUND UTILITIES ARE AS 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 IMPROVEMENTS 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 CITY 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 CONFLICT OR POSSIBLE CONFLICT TO THE OWNER'S REPRESENTATIVE. 16. STERILANT REQUIRED UNDER ALL A.C. PAVEMENT. 17. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS 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 WORK AS DESCRIBED IN NOTE18 ABOVE FROM CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. SEE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION 306-1.1.6. 20. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL }f' OF THE CITY'S INSPECTOR. 21. PRIOR TO CONSTRUCTION OF WATER,. -SEWER AND/ OR STORM DRAIN LINES THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER, SEWER AND / OR STORM DRAIN LINES WHERE CONNECTIONS WILL OC -UR AND VERIFY THEIR ELEVATION AND LOCATION. APPROVAL BY THE CITY OF FONTANA ,_OF A PROPOSED CONNECTION TO A CITY FACILITY DOES NOT IMPLY APPROVAL OF THE CORRECTNESS OF THE ELEVATION AND/ OR LOCATION AS SHOWN ON THE PLANS1. 22. CONTRACTOR IS REQUIRED TO HAVE A FULL SET OF L.AC.FC.D, STANDARDS ON SITE AT ALL TIMES PRIOR TO STORM' DRAIN CONSTRUCTION. / 1 \ G -/4 ✓/ v. /./ LU7 t A // //G �4UL/ y .54'� .�rY� 5 pc ,� - ' - � y . ELEV� 918,40 c%.• Che�ked b Y REV, DATE DESCRIPTION DATE - _ ANG Ass�G . Ap roved. CITY INTEM- e � s